Category Archives: Groundwater – geofluids

A geological life

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Negotiating a passage through remnants of sea ice, beginning the 1977 field season on Belcher Islands.

Negotiating a passage through remnants of sea ice, beginning the 1977 field season on Belcher Islands.

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Not really a CV, more a precis

1969 and about to begin a BSc at Auckland University, Aotearoa-New Zealand (aiming to major in chemistry), I needed one more paper to complete the first-year syllabus. A friend suggested I try geology – “isn’t that fossils, rocks, dirt and stuff?” “Yeah, pretty interesting though”. “That’ll do!” I had made my choice. At that time BSc geology consisted of 2 papers each year – one paper (imaginatively called Geology A or B – I can’t remember which) included all ‘soft rock’ topics (sedimentology, paleontology, stratigraphy, geophysics etc.), and the other paper mostly ‘hard rock’ topics (igneous, metamorphic, structure, crystallography etc.). Students were immersed in everything – there were no options.

So, I majored in geology and chemistry for my BSc (Auckland University), but my passion was geology.

Fast forward another 2 years and completion of an MSc (geology, Auckland University, 1975), with a thesis on the sedimentology and stratigraphy of Quaternary aeolian, shallow marine, and fluvial deposits in subtropical northernmost New Zealand. Much of the exposure was coastal so in between measured sections and samples, I collected shellfish or threw out a fishing line to catch dinner.

From 2 million years to 2 billion years: It’s now January 1976, confronted by a minus 25oC Ottawa, Canada, on my way to start a PhD at Carleton University. I’d never seen so much snow. My supervisor was to be Alan Donaldson, a Precambrian seds guru, who was pretty keen on me doing a thesis on the sedimentology and stratigraphy of a Paleoproterozoic succession on Belcher Islands, Hudson Bay. This collection of elongate, squiggly islands is held up by a 7-9 km thick, 1.8 to 2 billion year-old succession of stromatolitic platform carbonates, shallow marine siliciclastics, a banded iron formation, a turbidite succession, red beds, and two spectacular volcanic successions. When I asked Al which formation I should work on he said “do the whole shebang“. Ok! A tough working environment but great exposure of fabulous rocks (lots of boat – Zodiac work over 0oC seawater and inclement weather – my assistant and I wore life jackets so that, we were told, they could find our bodies for insurance purposes). Al was a great supervisor.

So over two 10-week field seasons (1976-77) I measured 20,000 m of section, 2000 paleocurrent directions, and a slew of petrographic analyses. I defended in June 1979.

Next stop Calgary for a two-year stint with Gulf Canada Resources, then in 1981 landed a job with the Geological Survey of Canada. In the GSC Calgary office most of that work was centred on field mapping and stratigraphy-sedimentology of Upper Cretaceous – Paleogene clastic sediments on Ellesmere and Axel Heiberg islands – mostly shallow marine, fluvial and delta settings. There were other bits and pieces in the Alberta Front Ranges, Yukon, and Mackenzie River. A move to the GSC Vancouver office in 1989 saw the emphasis change to Mesozoic sedimentology of one of the largest Intermontane basins in British Columbia, Bowser Basin, a foredeep with sediment derived from an obducted slice of oceanic crust.

Between 1992 and 1993 I realized I needed a change in Earth Science emphasis, and a logical choice was hydrogeology where I could use my knowledge of sedimentary rocks (sediment body geometry, composition, porosity-permeability and so on) and geological mapping to characterize fluid flow at both a basin-scale, and near-surface groundwater aquifer scale.

This culminated in a 4-year GSC pilot project to map and characterize aquifers in the greater Vancouver – Fraser Valley – Delta region of southern British Columbia, coordinating the expertise of colleagues with the use of shallow reflection seismic, ground penetrating radar, electromagnetics, gravity, MODFLOW modelling, and GIS data management of water-well databases and subsurface aquifer maps. Inserted between these programs was a brief secondment to the Hungarian Geological Survey in 1992 to help develop their basin analysis projects.

I quit the GSC in 1997 and moved with my Canadian family back to Aotearoa – New Zealand to work a 4-year teaching stint at University of Waikato, working primarily on Late Miocene – Pliocene siliciclastics and cool-water carbonates in Whanganui Basin (west North Island). From there a part-time position at Auckland University, teaching post-graduate basin analysis and undergraduate hydrogeology, and supervising (mostly) groundwater-related theses. But this position also required a significant weekly commute, and with an evolving disenchantment of academia I decided to form my own consulting company in 2005 – a company of one – and never looked back!

As a consultant I worked lots of NZ coal and oil-gas well-site geology (yes, I know…!), geothermal hydrogeology (Taupo region), basin-scale CO2 sequestration evaluation (with GNS), lithium-bearing brines in the Chilean Altiplano (base camp at 4000 m – the geology here is amazing), and a bunch of smaller jobs mostly groundwater-related. I loved this stage of my life – I was my own boss!

Now I am retired, tending to our organic kiwifruit orchard – we’ve been at it 25 years (all fruit exported so keep an eye open for it on your supermarket shelves), and maintaining the geoscience website that you must have linked to because you are reading this.

So, almost 50 years as a geologist. Time during 40 of those years was also spent as Editor and Associate Editor, mostly for the Canadian Society of Petroleum Geology and the SEPM including 8 years on the SEPM Council, and reviewer for dozens of journal papers. I still get requests for paper reviews, but I politely decline, noting that it is someone else’s turn.

Would I do it all again? Damned right, although I would probably try to insert a chapter on planetary geology into that life.

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Fluid flow: Froude and Reynolds numbers

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Supercritical and subcritical flow domains manifested as standing waves and ripples

Supercritical and subcritical flow domains manifested as standing waves and ripples

19th century experiments that helped quantify the nature of fluid flow, surface waves, and bedforms.

It all depends on inertia, like the reluctance to get out of bed on a cold winter’s morning. But rather than feeling guilty, acknowledge that by sleeping in you are adhering to the mechanical Laws that prevent the universe from collapsing – the inertial forces that keep planets in orbit around their suns, and suns in motion through their galaxies.

Inertia is loosely defined as a force that resists the change in motion of a body; here motion refers to a vector that describes velocity and direction, and ‘body’ refers to pretty well anything composed of matter, including a body of fluid. The term was coined by astronomer Johannes Kepler (17th century); his erstwhile colleague Galileo demonstrated its qualities by experimenting with balls rolling along sloping surfaces.

However, it was Isaac Newton who codified the properties of inertia in his three Laws of Motion – apparently Newton credits Galileo with the discovery. The 1st Law, also called the Law of Inertia, states that the motion of a body will not change unless an external force acts on it (i.e., to accelerate, decelerate, or change its direction). The 2nd Law quantifies the relationship between an external force F, mass (m) and acceleration (a) as F = ma. And the 3rd Law states that when an external force is applied, there will be an equal and opposite force that resists the change in motion, i.e., an inertial force – also called the Action-Reaction Law.

Inertial forces depend on the mass of a body – the larger the mass, the greater the force. In fact, the concept of mass itself is based on inertia.

 

Inertia and fluid flow

Inertial forces are central to the quantification of fluid mechanics. We have William Froude (1810-1879) and Osborne Reynolds (1842-1912) to thank for their eponymous numbers (Froude number and Reynolds number) that describe the characteristic states of flow. And because these numbers are dimensionless, they allow experiments with models (e.g., wind tunnels, sediment flumes) that can be scaled to real-world fluid flow phenomena. Scaling can be applied to almost anything related to fluid flow – from the motion of a boat through water, to quantifying the formation of sediment bedforms or sediment gravity flows from small-scale sediment flume experiments. The importance of Froude and Reynolds numbers cannot be overstated.

 

Froude number

Froude’s influential paper of 1861 was published by the Institute of Naval Architects (PDF available). Froude had surmised that, to predict the behaviour of a ship moving through water, he would need to experiment with much smaller versions of ships, or models, that could be scaled to the behaviour of much larger vessels. Thus, Froude’s number was derived from experiments with model boats, a few metres long.

The number expresses the characteristics of flow, including surface waves and bedforms, as the ratio between inertial forces and gravitational forces:

                                                          Fr = V/√(g.D)

Where V is bulk flow velocity (having dimensional units L.T-1) that reflects the dominant effect of inertia on surface flows, and the component √(g.D) where g is the gravitational constant (units of L.T-2), and D is water depth (units of L). The denominator represents the speed of a surface gravity wave relative to the bulk flow velocity (√(g.D) simplifies to units of velocity). Whether the surface wave is faster, slower or the same speed as the bulk flow will depend on its resistance to move, or its inertia. Fr is dimensionless.

The numerical value of Fr is used to define three conditions of flow. If Fr = 1 (numerator = denominator), then any surface wave will remain stationary – it will not move upstream or downstream. This condition occurs when both the velocities and water depth are at critical values. Not surprisingly, this condition is called critical flow. A common manifestation of critical flow is the formation of stationary waves (or standing waves) above and usually in phase with antidune bedforms (i.e., upper flow regime).

 

A plot of the experimentally determined stability fields for bedforms, as a function of grain size and flow velocity. The transitions from one field to another are abrupt or gradual as indicated. Modified from Ashley, 1990, Figure 1 with minor additions.

A plot of the experimentally determined stability fields for bedforms, as a function of grain size and flow velocity. The transitions from one field to another are abrupt or gradual as indicated. Modified from Ashley, 1990, Figure 1 with minor additions.

When Fr < 1, inertial forces dominate, and the result is a subcritical condition – tranquil flow. This corresponds to lower flow regime bedforms such as ripples and larger dune structures.

When Fr > 1, gravitational forces dominate resulting in supercritical flow conditions. The corresponding stream flow surface conditions manifest as an acceleration of flow such that stationary waves break upstream (chutes – upper flow regime), commonly followed by a rapid decrease in flow and formation of a hydraulic jump where Fr < 1 (chute and pool conditions). A hydraulic jump is the region of turbulence that represents the transition from supercritical (laminar) flow to tranquil flow – as shown in the kitchen sink example below. Supercritical flow is also common in pyroclastic density currents.

A kitchen sink demonstration of the transition from laminar, supercritical flow to turbulent subcritical flow via a hydraulic jump.

A kitchen sink demonstration of the transition from laminar, supercritical flow to turbulent subcritical flow via a hydraulic jump.

The complexity of flow transitions in a small natural system is shown in this video clip of supercritical and subcritical (tranquil) domains in a small, shallow stream. The standing waves (left) represent critical conditions where the speed of the waves matches the stream flow velocity. Supercritical conditions downstream produce chutes. Downstream migrating ripples in the foreground indicate subcritical flow.

 

Reynolds number

Schematic representation of laminar and turbulent flow using hypothetical flow lines. The blue arrow (right) indicates mean flow velocity for turbulent flow.

Schematic representation of laminar and turbulent flow using hypothetical flow lines. The blue arrow (right) indicates mean flow velocity for turbulent flow.

Unlike Froude who was more concerned with the surface configurations of a flowing medium, Reynolds experiments in glass pipes were concerned with the bulk structure of flow, in particular the transition from laminar to turbulent flow (Reynolds, 1883, PDF available). To picture this, think of a flowing fluid as a set of flow lines. In laminar flow, the flow lines are parallel, or approximately so, and relatively straight. The flow velocity will be the same across each flow line. By contrast, turbulence is described by flow lines that constantly change direction and velocity. In a flowing stream this is manifested as eddies, boils, and breaking waves. In sedimentary systems, turbulence is an erosive process, and an important mechanism for maintenance of sediment suspension through water columns and in sediment gravity flows.

 

The video below shows the abrupt transition from laminar flow in the slightly sinuous trail of smoke, to turbulent flow above.

 

To understand the nature of the laminar-turbulent flow transition, Reynolds considered four variables:

  • Fluid density ρ (units of M.L-3).
  • Fluid viscosity (μ) that measures the resistance to shear and is strongly temperature-dependent. μ has units of M.(L.T)-1
  • Mean velocity of flow V, that reflects shear rate and inertia forces (units of L.T-1), and
  • Tube diameter D that influences the degree of turbulence (units of L).

Reynold’s number is written as:

                                                                  Re = ρVD/μ

that expresses the ratio of inertial (resistance) forces to viscous (resistance) forces. Re is dimensionless.

In his glass tube experiments, Reynolds systematically varied μ, V, and D (μ was varied by heating the water). For each combination he discovered that the transition from laminar to turbulent flow in water was abrupt, and consistently had Re values of about 12000. Reversing the experiment gave values of about 2000 for the transition from turbulent to laminar flow.

Reynolds’ original glassware used in his fluid flow experiments. Tube diameters ranged from 2.54 cm to 0.62 cm. Coloured dye was introduced through a funnel. In all experimental runs, the transition from laminar to turbulent flow was abrupt. These figures are from Reynolds’ 1863 paper.

Reynolds’ original glassware used in his fluid flow experiments. Tube diameters ranged from 2.54 cm to 0.62 cm. Coloured dye was introduced through a funnel. In all experimental runs, the transition from laminar to turbulent flow was abrupt. These figures are from Reynolds’ 1863 paper.

Re can be used to determine the kind of flow in large and small fluid systems. As a general rule:

  • Re values <2000 indicate laminar flow,
  • Re >4000 turbulent flow, and
  • the region in between these two extremes reflects transitional flow.

Flow in most open-surface geological and geomorphic systems tends to be turbulent, with familiar examples including channelized flow (river, tidal and submarine channels) and more open flow across broad expanses such as continental shelves. It also includes volcaniclastic systems like pyroclastic flows and surges. Experimental flow in flumes produces a variety of bedforms at Re values that range from about 4000 to >100,000.

Laminar flow at low velocities is probably responsible for deposition of lower flow-regime plane beds; Allen (1992) has suggested that laminar flow at higher velocities may be restricted to thin sheet floods. Fluids having high viscosity, such as glacial ice and lava, commonly exhibit laminar flow. The Re value in microscopic rock-fluid systems, such as intercrystal boundaries in diagenetic environments, will also be low because fluid viscosity will dominate in such confined spaces.

 

Comparing Froude and Reynolds numbers

Froude numbers express a relationship between the free-surface of a flow and the various waves and ruffles that form there, and bedforms at the sediment-water interface. Reynolds numbers deal to the bulk characteristics of flow – whether it has laminar or turbulent structure.

The numbers Fr and Re are like chalk and cheese – they are not comparable. Both are dimensionless ratios, but that’s where the similarity ends. Both functions depend on inertial forces (the resistance to do anything), but for Fr the inertial component is in the denominator, and for Re in the numerator. Thus, if inertial forces become dominant, the numerical value of Fr decreases and that for Re increases.

Both numbers have application well beyond the relatively narrow field of sedimentology. Both are used extensively in scaled models – Fr for elucidating the efficacy of movement through a fluid – boats through water, airplanes through air. Re is used extensively to describe fluid flow in biological systems.

Allen (1992) has given sedimentologists a diagram that generalizes the relationship between Fr and Re in terms of mean flow velocity and flow depth. The boundaries of the 4 domains correspond to critical flow transitions; subcritical (tranquil) to supercritical for Fr, and laminar to turbulent for Re. I have added the most common bedforms to these domains.

J.R.L. Allen’s (modified slightly from 1992, Fig. 1.21) plot showing four domains of fluid flow, the boundaries of which are defined by the laminar-turbulent flow transition (Reynolds), and the subcritical-supercritical flow transition (Froude).

J.R.L. Allen’s (modified slightly from 1992, Fig. 1.21) plot showing four domains of fluid flow, the boundaries of which are defined by the laminar-turbulent flow transition (Reynolds), and the subcritical-supercritical flow transition (Froude).

Literature

There are many publications on this topic, but I highly recommend two publications that provide greater detail of theory and practice on this and other topics in fluid flow and sedimentation:

John Southard’s excellent (open access), online Introduction to Fluid Motion and Sediment Transport.

J.R.L. Allen 1992 (and later editions) Principles of Physical Sedimentology (that no sedimentologist should be without).

 

Other posts in this series

Identifying paleocurrent indicators

Measuring and representing paleocurrents

Crossbedding – some common terminology

Sediment transport: Bedload and suspension load

The hydraulics of sedimentation: Flow regime

Fluid flow: Shields and Hjulström diagrams

Fluid flow: Stokes Law and particle settling

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Geofluids: The permeability of faults

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Damage zone in the hanging wall of Stolz Thrust (Eocene); Footwall contains Middle Eocene syntectonic conglomerate, Axel Heiberg Island, Canadian Arctic. The zone consists of open drag folds in interbedded sandstone (white) and shale, and significant shearing that has obliterated some of the original bedding. The bulk permeability in this zone is low. The zone in this view is about 20 m wide.

Damage zone in the hanging wall of Stolz Thrust (Eocene); Footwall contains Middle Eocene syntectonic conglomerate, Axel Heiberg Island, Canadian Arctic. The zone consists of open drag folds in interbedded sandstone (white) and shale, and significant shearing that has obliterated some of the original bedding. The bulk permeability in this zone is low. The zone in this view is about 20 m wide.

The changing fortunes of fault permeability and fluid flow

Faults can act as conduits or barriers to fluid flow. As conduits they provide a focus for groundwater flow, geothermal activity, mineralization, and hydrocarbon migration. As barriers they impede both the vertical and lateral components of fluid flow and contribute to trapping of buoyant fluids like oil and gas.

Faults are the physical expression of localized strain. Faults, by definition, involve lateral displacement of rock bodies on either side of a fracture plane. Thus, the stress fields, whether extensional or compressional, inevitably involve components of shear (fracture networks that form by extension but lack lateral displacement are called joints). The initial permeability of a fault is influenced, first and foremost by the partitioning of dilational and shear strain that, in turn, determine the size or aperture of the conduit, and the degree of deformation beyond the principal fault plane. (A good summary has been compiled by Bense et al., 2013).

 

Fault rock description

There is a general expectation that faults will be encountered in almost any tectonic regime, whether extensional, contractional, or strike-slip. Faults are usually described in terms of their orientation and inclination, displacement vectors and stratigraphic offsets, structures on the fault plane (e.g., slickensides), and subsidiary structures such as drag folds. The basic descriptors in the context of fault permeability include (Caine et al., 1996, PDF available):

A schematic of a single fault strand, and the variability in thickness and extent of its core and damage zone. These variations are caused by differences in mechanical strength, fracture surface asperities, and changes in the orientation of stress fields. Modified from Caine et al 1996, Fig 1.

A schematic of a single fault strand, and the variability in thickness and extent of its core and damage zone. These variations are caused by differences in mechanical strength, fracture surface asperities, and changes in the orientation of stress fields. Modified from Caine et al 1996, Fig 1.

Fault core: This is the zone of greatest strain and displacement of hanging and foot walls in dip-slip faults, or lateral displacement in strike-slip faults. It is a zone of dilation that produces open conduits, and shear that rotates, translates, or breaks rock apart producing gouge and cataclasite. The core may consist of a single fault plane, or several closely spaced planes that are interconnected – the latter is called a distributed conduit. Interconnected faults are common in thrust fault splays, relay ramps, and flower structures.

 

Damaged zone: This describes the zone of fracturing, crushing, grinding and grain diminution in fault blocks on either side of the core, the extent of which depends on the magnitude of the forces involved, the mechanical strength of the rock body, and how strain is partitioned. Brecciation is common. In general, the intensity of damage is a maximum closest to the fault core. Faults with large displacements also tend to have more extensive damaged zones. Damaged zones range in thickness (measured normal to fault planes) from a few millimetres to many 10s of metres.

Detail of the thrust fault zone shown in the header image, focusing on the sandstone brecciation, block rotation, and shear fabrics in siltstone and shale – the sandstone is mechanically stronger than the mudrocks. Although individual sandstone blocks retain their permeability, there is little connectivity between blocks, and the overall permeability is low.

Detail of the thrust fault zone shown in the header image, focusing on the sandstone brecciation, block rotation, and shear fabrics in siltstone and shale – the sandstone is mechanically stronger than the mudrocks. Although individual sandstone blocks retain their permeability, there is little connectivity between blocks, and the overall permeability is low.

The mechanical behaviour of rock

Faulting can occur in Earth materials that have a range of mechanical strengths, from weakly lithified sediment to strong, crystalline igneous rock. We can consider these two extremes as end members in terms of the partitioning of fault-plane strain (deformation), not only from one fault to another, but along each fault.

At one extreme, shear of nonlithified sediment is accompanied by grain rolling and sliding along the fault plane – this is known as particulate flow. In coarse-grained lithologies there is a rearrangement of the grain framework, and in some cases, breakage will reduce grain-size; minerals having good cleavage are prone to such breakage (e.g., feldspar). Muddy lithologies may be smeared along the fault plane and may even flow in situations where high fluid pore pressures develop. Mixing of different lithologies in the fault core is common in layered sedimentary successions.

A schematic illustration of faulting through nonlithified coarse-grained sediment and interbedded mud. Grain frameworks are rearranged along the fault plane, with rotation of bladed micas and breakage of some grains. The mud layer has been smeared along the fault plane. Solid blue arrow (top) indicates modest horizontal permeability across the fault; dashed blue arrow indicates decreased permeability. The permeability along the fault plane – fault zone will also be affected by the presence-absence of mud and fine-grained broken material. Modified from Bense et al 2013 Fig. 7.

A schematic illustration of faulting through nonlithified coarse-grained sediment and interbedded mud. Grain frameworks are rearranged along the fault plane, with rotation of bladed micas and breakage of some grains. The mud layer has been smeared along the fault plane. Solid blue arrow (top) indicates modest horizontal permeability across the fault; dashed blue arrow indicates decreased permeability. The permeability along the fault plane – fault zone will also be affected by the presence-absence of mud and fine-grained broken material. Modified from Bense et al 2013 Fig. 7.

Faulting of hard rock produces a very different picture. Dilation can produce a network of fractures beyond the main zone of displacement. Components of shear will tend to rotate fracture blocks. Fault breccia will develop where shear is intense. Under more extreme conditions, shear can reduce rock to fine particles. The process of fault-zone crushing and fracturing of indurated rock is referred to generally as cataclasis. The degree of fracturing and brecciation in the damaged zone will decrease with increasing distance from the fault core. Weaker, fine-grained lithologies such as mudstone and shale, may be smeared along the fault core margins, and in some cases across the boundaries of individual fracture blocks in the damaged zone.

 

Initial fault permeability in weak rock

Particulate flow in weak rock involves grain rotation and sliding. In coarse-grained lithologies this process will alter the grain packing (compared with that in the host sediment) but the overall permeability may not change appreciably.  However, in interbedded successions, there may be significant mixing of fine- and coarse-grained sediment, particularly if fault displacement is greater than bed thickness. In this case the permeability of material in the fault core will nearly always be less than that in the protolith (host rock/sediment). If there is extensive mixing of muddy sediment, the fault core may become a barrier to fluid flow.

In layered successions, the two-dimensional distribution of fault permeability across the fault plane is likely to vary according to bed thickness and the presence of muddy lithologies.

 

Initial fault permeability in strong rock

An open conduit in the fault core presents the greatest opportunity for subsurface fluid flow. However, the conduit geometry and aperture may vary considerably along a fault because of pre-existing weaknesses (such as older fractures or mineral-filled veins), and asperities along the fault plane (i.e., irregularities, or roughness that cause the conduit margins to pinch and swell. The structural variations along a fault plane will result in a degree of tortuosity within a flowing fluid.

A distributed conduit (fault core) in altered andesite characterised by a dense array of subsidiary smaller-scale faults and fractures, bound by broad damage zones containing a network of interconnected fractures. Andesite alteration (orange colours) is mostly confined to the margins of faults and fractures, indicating significant fluid flow and transfer of dissolved mass. Hammer at lower centre. Eocene, Chilean Altiplano near Salar de la Isla.

A distributed conduit (fault core) in altered andesite characterised by a dense array of subsidiary smaller-scale faults and fractures, bound by broad damage zones containing a network of interconnected fractures. Andesite alteration (orange colours) is mostly confined to the margins of faults and fractures, indicating significant fluid flow and transfer of dissolved mass. Hammer at lower centre. Eocene, Chilean Altiplano near Salar de la Isla.

The permeability of the damaged zone will depend on the degree of fracturing and the three-dimensional interconnectedness of fractures; in highly fractured zones the bulk permeability may be greater than that of the fault core. Grain breakage and smearing of softer lithologies will tend to reduce permeability. If cataclasis produces much fine-grained material, the damaged zone may become a barrier to flow.

 

Permeability snapshots in time

The foregoing discussion deals with the early stages of fault development and fault permeability. However, faults, like their host rocks, change with increasing burial depth, temperature, pressure, and the evolving composition of fluids that flow through their conduits. In some cases, fluid flow through the core and damage zone will promote alteration of the host rock, like that shown in the andesite example above. Other important changes to fault permeability involve the precipitation of minerals in the core and damaged zone; two of the most common precipitates are quartz and calcite. Precipitation depends on the degree of saturation for a particular mineral – it also depends on a continued supply of solute via advective flow. Crystal growth usually begins along fault and fracture walls, gradually filling the open cavities. At some point in this process, advective flow will be impeded, and continued precipitation will depend more on solute diffusion along crystal boundaries. At this stage the fault has become a barrier to fluid flow.

Fracture in felsic tuff that has been filled by acicular and bladed gypsum. Gypsum crystal growth was initiated from the fracture walls, growing towards the centre of the open conduit. Chilean Altiplano near Salar de la Isla.

Fracture in felsic tuff that has been filled by acicular and bladed gypsum. Gypsum crystal growth was initiated from the fracture walls, growing towards the centre of the open conduit. Chilean Altiplano near Salar de la Isla.

Fluid flow in faults may be episodic. An example illustrated by Louis et al., (2019), considers pulses of fluid flow initiated by episodic seismic (fault) activity, resulting in precipitation of clays and other silicate minerals that eventually sealed the fault conduits.

The mechanical behaviour of faults also changes as they fill with mineral precipitates; in some situations, the mineral-cemented core and damage zone may become stronger than their host rock.

3-D variability in fault permeability

The permeability along a fault can be highly variable for the following reasons:

  • The dimensions of fault cores and damaged zones will vary along a fault, depending on differences in mechanical strength (e.g., cemented sandstone versus shale), the magnitude of the stresses, and fracture plane asperities. For example, segments of a fault may contain only a simple core; other segments may contain broad damage zones of brecciation and fracture networks.
  • Changes in the production of comminuted rock originating from brecciation and grain breakage.
  • Soft-rock smearing in layered successions.
  • Changes in the amount of mineral precipitate infill.
  • Episodic movement along the fault.

Other posts in this series

Sedimentary basins: Regions of prolonged subsidence

Defining the lithosphere

The rheology of the lithosphere

Isostasy: A lithospheric balancing act

The thermal structure of the lithosphere

Classification of sedimentary basins

Stretching the lithosphere: Rift basins

Nascent, conjugate passive margins 

Thrust faults: Some common terminology

Basins formed by lithospheric flexure

Basins formed by strike-slip tectonics

Allochthonous terranes: suspect and exotic

Source to sink: Sediment routing systems

Geofluids: Lithosphere-scale fluid flow

Geofluids: Sedimentary basin-scale fluid flow

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Geofluids: Sedimentary basin-scale fluid flow

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Fluid flow, like rocks and sediments, define sedimentary basins

There is a complex interweave of fluid, sediment, and rock in the life of a sedimentary basin.  Beneath Earth’s surface fluids occupy every pore, fracture, nook, and cranny (except for a skinny, unsaturated veneer at the very top). Geofluids participate in nearly all post-depositional processes: they transport dissolved mass and heat, are conscripted by virtue of their chemistry to diagenetic and metamorphic domains, and provide welcome relief for otherwise difficult tectonic processes. In this context fluid flow refers to large-scale, subsurface systems that may extend 100s of kilometres laterally and to depths of 100s or 1000s of metres.

Geofluids are rarely static. Advective fluid flow results primarily from gradients in potential energy (hydraulic gradients). Fluid flow is driven by:

  • The gravitational potential energy derived from surface topography
  • Sediment compaction
  • Tectonism
  • Convection

Molecular and mechanical diffusion, commonly derived from solute concentration gradients, also contribute to diagenetic processes such as pressure solution (stylolites), the formation of cleavage in deforming rock, and metamorphic reactions deep in the crust. In shallow groundwater systems diffusion drives the expansion of contaminant plumes beyond the limits of advective flow.

 

Permeability

Basin-scale advective flow, the kind that moves the fluid mass, requires relatively continuous permeability through large volumes of sediment and rock. This does not mean that the permeability from one rock unit to another is the same, but that there is connectivity among pore and fracture porosity throughout the basin. The actual permeability can vary by many orders of magnitude between rock units; some typical values are shown in the following table.

Fluid chemistry is coupled with fluid-rock mechanics

Subsurface fluid systems are also geochemical systems. Fluid chemistry, that governs which precipitation-dissolution reactions will take place, depends on initial composition (fresh water or sea water), the composition and temperature of the rock and sediment in which it resides, fluid flow rates, and the time spent in moving from one rock type to another (residence time). Fluid chemistry also evolves with flow through the sedimentary basin; the amount of dissolved mass generally increases with time and depth of burial.

An example of the value of knowing paleotemperature profiles in sedimentary basins. The chart shows commonly observed diagenetic reactions in relation to burial temperatures and changes in fluid composition represented here by the production of organic solvents that influence pH. The depths at which reactions begin and end will depend on the local geothermal gradient. Modified from Surdam et al. 1989.

A summary of common fluid compositions and diagenetic changes with depth and burial temperatures. The solid blue line shows evolution of organic solvents, particularly organic acids, through the oil maturation window. This window may also correspond with evolution of quartz cements, clay dehydration, and significant changes to carbonate stability. Modified from Surdam et al., 1989.

Maturation of organic matter, that is strongly temperature-dependant, can change fluid chemistry as depth and temperature increase. For example, organic acid by-products produced during maturation at temperatures of 80o to about 120oC (the oil generation window) have a profound effect on pH and carbonate stability. The changes in aqueous and hydrocarbon fluid density will, in turn, be reflected in changing buoyancy that may influence flow dynamics.

 

Fluid flow regimes

As a general rule, and one that allows for simplification of a complex problem, we divide fluid regimes into topographic, compaction, and density-temperature regimes based on the primary driving mechanisms for flow. The three regimes correlate approximately to depth, with topography-driven flow the shallowest, but there is significant overlap. For example, surface-derived meteoric fluids can extend to depths of 3-5 km, but compaction can also drive flow over the same depth range.

 

Topography driven flow

Water is recharged to meteoric systems by precipitation. Some of this water evaporates, some contributes to surface runoff, and the remainder seeps to the watertable through soil, regolith, and bedrock. Groundwater flow in aquifers and aquitards is governed by hydraulic gradients, or the difference in hydraulic head at different locations in an aquifer (relative to some datum, usually sea level). The value of hydraulic head at any point in an aquifer, expressed in units of length, is a function of the potential energy available to generate fluid flow. For most groundwater systems, this energy is generated by the gravitational potential of topography.

Meteoric flow takes place at different scales, ranging from shallow flow systems where fluid is recharged and discharged across localised ridges and valleys, to more regional systems where groundwater associated with mountainous terrain can reach depths of 5 km (McIntosh and Ferguson, 2021). Note that smaller-scale flow systems (or flow cells) tend to be nested within larger systems, a characteristic first identified by J. Toth (1963 – PDF available), an example of which is shown below. Toth’s example was developed for small drainage basins, but the principles can be applied to larger sedimentary basins.

Groundwater flow systems in a small drainage basin. The flow systems are nested according to Toth’s (1963) vision of groundwater partitioning at local, intermediate, and regional scales. Vertical scale in 100s of metres; horizontal scale in 10s to 100s of kilometres.

Groundwater flow systems in a small drainage basin. The flow systems are nested according to Toth’s (1963) vision of groundwater partitioning at local, intermediate, and regional scales. Vertical scale in 100s of metres; horizontal scale in 10s to 100s of kilometres.

The penetration of relatively fresh groundwater to these depths is identified in boreholes from samples and from electrical resistivity measurements. In Gulf Coast Basin, meteoric flushing occurs to depths of at least 2000 m. In Wanganui Basin (New Zealand) low salinity meteoric waters have been intersected in wells at 1500 m; in this basin, the topographic drive for meteoric flow was derived from terrain uplifted during the Pliocene-Pleistocene (Ricketts et al., 2004).

The residence time of groundwater in these different systems also varies by orders of magnitude: in shallow systems this is measured as days to years, whereas in regional flow systems 105 to 106 years. In general, the deeper and older the groundwater system, the more saline it becomes because the rate of diagenetic reactions generally increases with (depth-dependant) temperature.

 

Compaction-driven flow

In compacting sediment, the solid framework decreases in volume at the expense of porosity. A consequence of volume reduction is that a roughly equivalent volume of interstitial pore fluid will be driven off. How far and how fast the escaping fluid will flow depends on the permeability. If the fluid can move freely there will be little change in fluid pore pressure above the ambient hydrostatic pressure. However, if permeability is also reduced, as is commonly the case during compaction, then pore pressures will increase. If permeability is seriously reduced then pore pressures can approach lithostatic conditions. Both porosity and permeability are also affected by diagenesis that also takes place during sediment burial.

Compaction in sedimentary basins is driven by sediment load – as sedimentation proceeds, the vertical load increases. The change in porosity with depth for typical mudstone-shale and sandstone profiles is illustrated in the graphs below. Initial porosities for mudstones are as high as 60-70%, but these values decrease rapidly, almost exponentially in the first few 100 metres of burial, after which the rate of porosity loss becomes more linear.

Porosity-depth trends for data compiled from many sources. The initial stages of mudstone compaction commonly show rapid porosity loss in the upper kilometre of burial. The compaction of carbonate, and subsequent decrease in porosity is strongly dependant on early stages of cementation. Figure modified from Allen and Allen, 2005, Fig. 9.3.

Porosity-depth trends for data compiled from many sources. The initial stages of mudstone compaction commonly show rapid porosity loss in the upper kilometre of burial. The compaction of carbonate, and subsequent decrease in porosity is strongly dependent on early stages of cementation. Figure modified from Allen and Allen, 2005, Fig. 9.3.

The rate at which vertical loads increase depends on the sedimentation rate. Pore pressures in many sedimentary basins are hydrostatic to depths of 2-3 km, but commonly exceed hydrostatic conditions at greater depths. In many cases, the degree of compaction disequilibrium is caused by rapid sedimentation of low permeability mudrock or salt deposits. Gulf Coast Basin, one of the most intensely studied basins anywhere, shows these disequilibrium compaction trends over much of the basin. However, formation of diagenetic cements also takes place in conjunction with compaction, contributing to elevated pore pressures. For example, quartz cements become prolific at about 3 km burial depth in basins having average geothermal gradient (25o-30oC).

A typical pore pressure – depth curve for the Gulf Coast Basin. The transition from hydrostatic conditions to pressures approaching lithostatic values at 2.5 – 4 km, coincides approximately with quartz cementation, pH buffering by organic acids produced in the oil window, and clay dehydration, all of which have a significant effect on porosity and permeability. Modified from Bethke, 1986 – PDF available.

A typical pore pressure – depth curve for the Gulf Coast Basin. The transition from hydrostatic conditions to pressures approaching lithostatic values at 2.5 – 4 km, coincides approximately with quartz cementation, pH buffering by organic acids produced in the oil window, and clay dehydration, all of which have a significant effect on porosity and permeability. Modified from Bethke, 1986 – PDF available.

Tectonic-driven flow

The role of elevated pore pressures in promoting faulting, particularly thrust faulting, is well established (Hubbert and Rubey (1959). The elastic response to tectonically derived compressional stress is a reduction of rock volume at the expense of porosity. If escaping fluids can move freely then pore pressures remain relatively stable. However, if there are permeability barriers then pore pressures will rise above hydrostatic values. Elevated pore pressures are common in tectonically active systems such as accretionary prisms, where the primary driving forces are derived from subduction accretion of oceanic sediment and volcanic rock. Elevated pore pressures in the accretionary stack, originating from tectonic compaction, also participate in the generation of thrust faults. The faults themselves may act as conduits for fluid flow towards the sea floor where expulsion is manifested as mud diapirs and gas seeps.

Examples from wells drilled into forearc basin sediments above the Hikurangi subduction accretionary wedge (New Zealand), show pressures approaching lithostatic values at depths as shallow as 500-1000 m beneath the surface (Allis et al. 1997). Such high pore pressures at these depths cannot have been generated by sediment load alone; compression associated with thrust faulting must have played a significant role.

Pressure-depth data for wells in East Coast Basin (New Zealand) showing rapid, shallow deviations towards lithostatic conditions. The forearc basin sits atop the active Hikurangi accretionary prism. Elevated pore pressures are caused primarily by active thrusting. From Allis et al., 1997 (reference given below).

Pressure-depth data for wells in East Coast Basin (New Zealand) showing rapid, shallow deviations towards lithostatic conditions. The forearc basin sits atop the active Hikurangi accretionary prism. Elevated pore pressures are caused primarily by active thrusting. From Allis et al., 1997 (reference given below).

Convection

Convective flow is generated when heated fluids become more buoyant than their surroundings (because of changes in density).  Convection is an important process that drives mantle-derived magma plumes to shallow lithospheric levels. In sedimentary basins, large-scale convective fluid flow is probably subordinate to topography, compaction, and tectonic-driven flow because of permeability anisotropies caused by dramatic variations in sediment lithology. However, buoyancy, in addition to compaction fluid drive, does play an important role during migration of hydrocarbons. Hydrocarbon traps illustrate these effects nicely, wherein the boundaries between saline water, the overlying oil leg, and gas cap are clearly demarked on resistivity and density logs. Meteoric waters heated by magma intrusion may also be incorporated into local convection cells.

 

Reference

Allis R.G, Funnell R, Zhan X. 1997. Fluid pressure trends in basins astride New Zealand plate boundary zone, in Geofluids II Extended Abstracts, pp. 214 –217, ed., Hendry J.P. et al., Queens Univ. Belfast.

 

Other posts in this series

Sedimentary basins: Regions of prolonged subsidence

Defining the lithosphere

The rheology of the lithosphere

Isostasy: A lithospheric balancing act

The thermal structure of the lithosphere

Classification of sedimentary basins

Stretching the lithosphere: Rift basins

Nascent, conjugate passive margins 

Thrust faults: Some common terminology

Basins formed by lithospheric flexure

Basins formed by strike-slip tectonics

Allochthonous terranes: suspect and exotic

Source to sink: Sediment routing systems

Geofluids: Lithosphere-scale fluid flow

Geofluids: The permeability of faults

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Geofluids: Lithosphere-scale fluid flow

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Part of the Alberta Front Ranges fold -thrust belt north of Highwood Pass. Sawtooth-like Lower Paleozoic carbonates are exposed as flatirons in the hanging wall of a thrust immediately east of Lewis Thrust. Late Jurassic – Early Cretaceous foredeep deposits in the valley floor (mostly covered) were involved in the deformation as the orogenic load migrated eastward. Orogenic transport to the right.

The existence of fold-thrust belts in contractional orogens owes much to the presence of fluids and elevated pore pressures that reduce the critical stress necessary for faulting to occur. Part of the Alberta Front Ranges fold -thrust belt north of Highwood Pass.

Fluid flow at lithospheric scales

There’s not much that goes on in sedimentary basins that doesn’t involve fluids, particularly the aqueous kind. In sedimentary basins, subsurface fluid flow governs sediment compaction, the transfer of dissolved mass that produces a swath of diagenetic and metamorphic changes, heat flow, and mineralization. At the shallowest crustal levels, fluid flow is responsible for supplying groundwater to a third of Earth’s population.

Beyond the confines of sedimentary basins, fluids transfer mass (fresh water, carbon dioxide, methane, hydrocarbons, dissolved mass) and heat throughout the crust and lithosphere mantle where they play a significant role in dynamic, magmatic, and chemical processes. Water and its dissolved constituents, particularly carbon as aqueous CO2 and carbonate, are recycled from oceanic crust to the mantle lithosphere via subduction zones. Some of this interstitial water will be recycled during compaction, and some will be incorporated into the crystal lattices of common minerals such as clays, amphiboles and various micas, that in turn may be released during high temperature dehydration reactions, and eventually expelled to the atmosphere and hydrosphere.

Fluid flow of volatiles in the lower crust – upper mantle is slow, mostly accomplished along grain and crystal interfaces. Despite this seeming lethargy, these deep fluids are capable of transferring huge volumes of dissolved mass during metamorphic reactions.

The role of fluids and fluid flow in crustal and lithosphere-scale processes is illustrated using two examples: thrust faulting, and subduction zone fluids and magmas.

 

The mechanical paradox of thrust faulting

Dynamic processes like faulting are enhanced by the presence of fluids at elevated pressures. This is an important concept, first recognized by Hubbert and Rubey (1959 – PDF available). The starting point for their sophisticated analysis was the dilemma presented by the mechanics of overthrusting along shallow-dipping fault planes. Thrust faults can transport thick panels of rock many 10s of kilometres horizontally. The basic mechanical requirement for thrusting to occur is sufficient horizontal force to overcome frictional forces along the fault plane. And herein lies the dilemma – for thrusting to occur, the magnitude of these horizontal forces is so high that the rock body would disintegrate rather than being transported as a coherent structural unit. Hubert and Rubey’s task was to identify a mechanism that reduces friction to the point where real-world forces could be expected to do the job.

Our starting point is to look at fluid pressures at depth, for example in oil wells, represented by the expression:

                                                               P =  ρw gz

where P is the pressure of interstitial fluids at some depth measured vertically in the borehole, ρw is the density of the fluid (water), g = the gravitation constant, and z the depth from the surface to the point of interest (this expression is derived from Bernoulli’s equation for hydraulic potential). The expression is commonly referenced to two standard conditions:

  1. Hydrostatic pressure: the pressure at depth that supports a column of water extending to the surface (or close to the surface); in this case the pressure at any particular depth is defined by the weight of that water column where the average density ρ is close to one, and
  2. Lithostatic pressure (or geostatic pressure) that at any depth represents the weight of the overlying column of rock + water. In this case, density ρ is the average bulk density.
The concept of hydrostatic and lithostatic pressure at a depth ‘z’ represented as columns of water and rock respectively. Assuming the columns have unit area (area = 1) means that their volumes can be expressed as units of depth in the expression P = ρw gz.

The concept of hydrostatic and lithostatic pressure at a depth ‘z’ represented as columns of water and rock respectively. Assuming the columns have unit area (area = 1) means that their volumes can be expressed as units of depth in the expression P = ρw gz.

Hydrostatic fluid pressures tend to persist to 3-4 km depth, but at greater depths the pressures deviate from the hydrostatic trend – usually increasing (but in some situations can decrease). This condition is overpressured. In some cases, fluid pressures can approach or exceed lithostatic pressures. Fluid pressures exceeding hydrostatic values have been observed in many deep wells.

A typical pressure-depth curve for the Gulf Coast Basin shows the transition to elevated pore pressures at about 3000 m depth. Compaction disequilibrium plus significant changes in the diagenetic environment (e.g. quartz precipitation, hydrocarbon maturation) are responsible for changes in permeability and fluid transmissibility.

A typical pressure-depth curve for the Gulf Coast Basin shows the transition to elevated pore pressures at about 3000 m depth. Compaction disequilibrium plus significant changes in the diagenetic environment (e.g. quartz precipitation, hydrocarbon maturation) are responsible for changes in permeability and fluid transmissibility.

The expression P = ρgz can be rewritten in terms of the component of total vertical lithostatic stress Sz:

Sz = ρgz for a water-fluid column of unit area (Pressure = force per unit area, such that P = Sz/1, or P = Sz).

However, because Sz is the sum of the interstitial fluid pressure P plus the weight of the overlying solid rock column (Hubbert and Rubey call this the residual solid stress σz), then:

                                                                      Sz = P + σz

Hubbert and Rubey demonstrated that for overthrusting to occur, the critical shear stress τ (i.e., the minimum shear stress required to initiate movement across a plane) is equivalent to the vertical residual solid stress σz times a measure of material strength referred to as the angle of internal friction Tanθ:

                                                                  τ = σz Tanθ

(Tanθ is a rock or material property that refers to its ability to resist deformation and is measured as the angle between the normal stress and a resultant stress at the point where shear begins. The analogous measure in loose sediment or soil is the angle of repose, where slopes greater than this angle become unstable).

Thus, the critical stress at which overthrusting begins can now be written as:

                                                           τ = (Sz – P) Tanθ

This all-important equation indicates that as fluid pressure P increases and approaches the value of Sz, the critical shear stress τ approaches zero. Herein lies the elegance of Hubbert and Rubey’s analysis. As fluid pore pressures along the fault plane increase above hydrostatic values, friction is reduced to the point where overthrusting can occur with relative ease. Tectonic compression, differential compaction, and mineral dehydration reactions are some of the more common mechanisms that lead to increased fluid pressures.

The mechanical dilemma presented by overthrusting is resolved!

 

Fluid flow and partial melting in subduction zones

The production of magmas in the mantle is strongly dependent on the availability of water. Flux melting occurs when free water is available at solidus temperatures deep in the crust – upper mantle (the solidus is the temperature at which melting begins – it also defines the lithosphere-asthenosphere boundary). The water acts as a flux, lowering the melting point of different mineral components, thus promoting partial melting. For example, dry granite melts between 1100 – 1250oC, but in the presence of water melting can begin at temperatures as low as 650oC. This is illustrated in the graph below, where the solidus intersects the lithosphere geotherm at progressively lower temperatures, depending on the water content.

The mantle solidus curve (i.e., the temperature at which partial melting begins), moves towards the geotherm in concert with increasing water content. Partial melting begins when the two curves intersect.

The mantle solidus curve (i.e., the temperature at which partial melting begins), moves towards the geotherm in concert with increasing water content. Partial melting begins when the two curves intersect.

Flux melting is an important process in subduction zones. The water required to initiate melting is derived from the descending oceanic crust that contains wet sediment and wet basaltic volcanic and intrusive rock. As subduction proceeds, increasing compaction of the sediment matrix drives interstitial fluid flows to the upper plate, while increasing temperatures promote dehydration reactions in minerals that release water bonded to crystal lattices. Dehydration can begin at temperatures as low as 60oC in clays (Saffer and Tobin, 2011; PDF available); hydrocarbon maturation also begins at about this temperature and becomes increasingly rapid and pervasive at 80o-120oC (the oil generation window).  Fluid buoyancy plays a major role in its ascent. Thus, fluids in the subducting slab are partitioned between the upper plate or recycled in the underlying mantle.

The fate of these fluids is a topic of active research because they are implicated in the tectonics of subduction zones, particularly mega-earthquakes and slow-slip  along the subduction interface, the evolution of magmatism and volcanic arcs, and potential mineralization. Elevated pore fluid pressures resulting from tectonically induced compression also play a role in the generation of accretionary wedge thrust faults.

The origin and fate of fluids generated by subduction of oceanic lithosphere, the partial melting of asthenosphere mantle, and the formation of a magmatic arc. Some fluid in the oceanic crust is recycled to the deep mantle. Fluid flow in the accretionary prism is driven by compaction, tectonic compression, and clay dehydration. Note the deflection of geotherms by descending, cold, oceanic lithosphere. Modified from Farsang et al., 2021 and Miller 2013.

The origin and fate of fluids generated by subduction of oceanic lithosphere, the partial melting of asthenosphere mantle, and the formation of a magmatic arc. Some fluid in the oceanic crust is recycled to the deep mantle. Fluid flow in the accretionary prism is driven by compaction, tectonic compression, and clay dehydration. Note the deflection of geotherms by descending, cold, oceanic lithosphere. Modified from Farsang et al., 2021 open access; and Miller 2013.

Flux melting at the lithosphere-asthenosphere boundary creates partial melts that rise buoyantly through the upper plate; their ultimate fate is eruption at the surface and the construction of magmatic arcs. Huge volumes of fluid are also expelled to the atmosphere during eruptions – mostly water, plus lesser quantities of CO2, SO2, and inert gases such as helium. Distributed fluid expulsion at the sea floor also occurs via fracture networks and faults through the upper plate, and from compaction of the accretionary wedge. All these fluid expulsion processes contribute significant volumes of dissolved solids to the oceans.

A notable feature of volcanic arcs is their restriction to relatively narrow, linear regions of the upper plate. This implies some kind of mechanism that focuses both aqueous fluid flow and rising magmas; for example, fault and fracture networks, permeability channels, or the channelling of buoyant fluids via temperate gradients or changes in crustal rheology (e.g., Wilson at al. 2014; PDF available).

 

Other posts in this series

Sedimentary basins: Regions of prolonged subsidence

Defining the lithosphere

The rheology of the lithosphere

Isostasy: A lithospheric balancing act

The thermal structure of the lithosphere

Classification of sedimentary basins

Stretching the lithosphere: Rift basins

Nascent, conjugate passive margins 

Thrust faults: Some common terminology

Basins formed by lithospheric flexure

Basins formed by strike-slip tectonics

Allochthonous terranes: suspect and exotic

Source to sink: Sediment routing systems

Geofluids: Sedimentary basin-scale fluid flow

Geofluids: The permeability of faults

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Glossary: Geofluids – hydrogeology

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Advective fluid flow:  The flow of fluids through a porous medium; in this case only the fluids move. Advective flow via aquifers is the most efficient mechanism for mass transfer of dissolved solids in the shallow crust. cf. convective flow, groundwater flow.

Air sparging: A method of groundwater remediation that uses air forced down a borehole into an aquifer, to volatilize hydrocarbon contaminants. The produced vapour phase is extracted and scrubbed to remove the offending compounds.

Angle of internal friction: A rock or material property that refers to its ability to resist deformation, and is measured as the angle between the normal stress and a resultant stress at the point where shear begins.  It is an essential parameter in the quantification of rock deformation. Cf. angle of repose.

Anisotropy: An aquifer or aquitard is considered anisotropic if its permeability or hydraulic conductivity is not the same in all directions; usually specified along three principal orthogonal axes. Most porous aquifer media are anisotropic because of sedimentary bedding, sedimentary structures like crossbedding, fracture and joint networks, or tectonically induced structures like cleavage, folds or faults. Cf. isotropy.

Aquifer: A porous and permeable medium beneath the surface that permits groundwater flow.  In hydrogeology, the definition has a very pragmatic value, where the amount of groundwater flow is usable (as in extraction); everything else is an aquitard.

Aquifer – confined:  This term applies to aquifers that are bound above, below, and laterally by aquitards. Confined aquifers are always saturated. Their hydraulic potential is defined by a potentiometric surface.

 

Aquifer mining: Excess removal of groundwater from a confined aquifer will cause irreversible changes to the structure of the porous medium (commonly sand grains), causing the grains to pack more densely. Not only does this reduce porosity, permeability and therefore water production, it also causes a reduction in the solid volume of the aquifer. Excessive mining can eventually cause land subsidence.

Aquifer – unconfined:  The upper boundary of unconfined aquifers is at Earth’s surface. They contain a watertable, above which is an unsaturated zone where pore spaces are air-filled at atmospheric pressures, and a saturated zone below. Drainage of an unconfined aquifer is by gravity alone. Common examples include fluvial and alluvial gravels and sands.

Aquiclude:   An aquiclude prevents any kind of groundwater flow. Examples include granite-like lithologies, and thick sequences of halite (although even these lithologies have permeability, albeit extremely low. Other aquicludes involve artificial barriers designed to prevent or deflect contaminated groundwater flow.

Aquitard:  Any rock or sediment unit that retards groundwater flow. Common examples include mudstones and other mud-prone lithologies such as glacial diamictites. An important property of aquitards is their ability to release water by vertical seepage to confined aquifers.

Baseflow: (Hydrogeology) Baseflow is the subsurface discharge to streams from the watertable. The amount of discharge depends on the hydraulic gradient of the watertable with respect to the stream surface. During dry periods, baseflow may be the only source of water to maintain stream flow.

Bernoulli equation: Named after Daniel Bernoulli who in 1738 expressed the conservation of energy in a flowing fluid as:

Total energy E = ½ ρv2 + ρgz + P

Where ρ = fluid density, v = velocity, g = gravity constant, z = elevation with respect to a datum, P = fluid pressure.

The first term ½ ρv2 is kinetic energy; the term ρgh is potential energy; P is fluid pressure, or force per unit area. Because groundwater generally moves very slowly, the kinetic energy term is ignored. The equation allows us to express the potential energy, or hydraulic potential for groundwater flow, commonly referred to as total hydraulic head, in terms of two components – a pressure head, and an elevation head, relative to a datum. Thus hydraulic head can be expressed in terms of some height, or elevation (e.g. metres, feet etc.).

Bioremediation: The use of living organisms to help clean up contaminated sites or aquifers, primarily using naturally available or introduced microbes. For example, certain bacteria will break oil down into manageable compounds like carbon dioxide or methane.

Brines: Generally used for natural waters more saline than seawater. The main dissolved salt is sodium chloride (NaCl), but calcium and magnesium sulphates are also important constituents, and there are several important trace elements, such as lithium. The primary mechanism for brine concentration in ocean basins and saline lakes is evaporation. The saturation level for NaCl is about 357 ppt (normal seawater is 32 ppt).

Capillary zone:  In hydrogeology, also called the capillary fringe.  It is a relatively narrow interval above the watertable where surface tension forces on aquifer materials cause water to rise and partly fill pore spaces. The capillary fringe is part of the unsaturated, or vadose zone.

Casing (borehole/well): PVC or metal tubes that are pushed into a newly-drilled borehole, in part to prevent collapse of sediment or bedrock into the well, but also to help secure borehole tools, pumps, and screens. In very deep wells, particularly oil and gas wells, the casing diameter is greatest at the top of the well, decreasing with depth.

Chemical facies: (hydrogeology) This is a useful concept to demonstrate the chemistry of groundwater in relation to aquifer rock-sediment composition, and the evolution of groundwater chemistry as it flows from one rock type to another. For example, flow from sandstone to limestone aquifers will be accompanied by a change in HCO3 and pH, plus the concentrations of cations like calcium and magnesium.

Compressibility: The ability of a fluid or rock to change its volume in concert with changing stress, for example changing lithostatic pressures during sediment burial. It is usually expressed as the ratio of relative volume change (V) with pressure (P):

β = 1/V. (δV/δP)

Water has very low compressibility – at 6000 psi (41.4 MPa) (equivalent to 3.2 km water depth) the change in volume is 1.8%. Mudstone is highly compressible; halite is not. Compression results in a loss of porosity and permeability.

 

Conduction:  This is a diffusive process where heat is transferred via molecular vibrations. Conduction does not involve the transfer of mass, cf. convection, advection. It is a less efficient mechanism of heat transfer than convection.

Confined aquifer: see Aquifer-confined.

Contaminant: A chemical or substance that we would rather not be present in our environment, food, air, etc., but is present because of either natural occurrences and processes, or human-induced processes. For example, heavy metals like lead, mercury and arsenic can occur naturally concentrated in ore bodies, and released by natural weathering, or by mining, into local surface and groundwaters. Cf. pollutant.

Convection:  The flow of fluids en masse resulting from temperature and buoyancy gradients. Convection is the primary mechanism for transferring heat from Earth’s mantle to the lithosphere. Cf. conduction, advection.

Darcy’s Law:  Henri Darcy is credited with discovering experimentally the two important relationships:

  • Groundwater flux Q is proportional to the difference in hydraulic head between two boreholes (h1 and h2) (he used manometers in his experiments). Thus, Q a h1 – h2, and
  • Q is inversely proportional to the distance between the boreholes (L), or Q a 1/L

Q is also proportional to the cross-section area of flow (A). Thus, we can rewrite the two proportionalities, adding a proportionality constant k:

Q = -kA (h1 – h2)/L This is Darcy’s law.

 

(h1 – h2)/L is the hydraulic gradient.  The proportionality constant k is the hydraulic conductivity. The negative sign indicates flow towards lower hydraulic heads.

 

Darcy velocity: In mathematical terms, hydraulic conductivity is expressed as a velocity, also known as the Darcy velocity. An approximation of true velocity that takes the tortuosity of the porous medium into account is expressed as k/Φ eff – i.e., the hydraulic conductivity divided by effective porosity.

Dewatering: This is the process where interstitial fluids are ‘squeezed’ from sediment during compaction, as sedimentary grains become more closely packed. The process of dewatering increases fluid pressures and promotes fluid flow in aquifer-like deposits. Fluid escape my be diffuse, or focused through narrow pipes and sheets. It is an important stage of mechanical diagenesis, but it also contributes to chemical diagenesis by transferring dissolved mass from one part of the sedimentary column to another. Cf. liquefaction, fluidization, fluid escape structures.

Dissequilibrium compaction:  Under normal conditions of compaction, fluid that is driven from pore spaces escapes without a significant increase in pore pressure – i.e. hydrostatic conditions prevail.  However, rapid deposition of low permeability deposits can impede fluid flow and under these conditions pore pressures increase; this process is called disequilibrium compaction. In many basins, this occurs at about 3km burial depths. Disequilibrium compaction is enhanced by cementation and tectonic compression.

Dispersion: In geofluids this is the process where dissolved and insoluble compounds move from their source or point of origin; observed in groundwater flow, diagenesis, and metamorphism. In these contexts there are two primary mechanisms – mechanical dispersion, and molecular diffusion.

Distributed conduit: Fault zones that contain more than one major fracture plane. Distributed conduits potentially have greater permeability than single fault planes, providing additional pathways for fluid flow.

Effective porosity: The component of porosity that permits significant flow. Microporosity (intergranular, intercrystalline) is commonly excluded from this porosity value.

Elevation head: see hydraulic head

Equipotential:  In hydrogeology, a line or plane of equal hydraulic head on a potentiometric surface, or on a hydrogeological cross-section. Equipotentials are determined primarily from well water level data. Equipotential contours allow interpolation of water levels at any point on the potentiometric surface.

Evaporative pumping:  In arid regions, intense evaporation at the surface creates a hydraulic gradient in shallow subsurface aquifers, inducing lateral groundwater and/or seawater flow to replace lost fluid. Vertical capillary flow through the unsaturated zone (above the watertable) transfers these saline fluids from the aquifer to the surface.

Fault breccia: Angular blocks of bedrock produced by crushing and grinding during faulting. A distinction is sometimes made between a breccia made up of clasts >1 mm and <0.5 m, and megabreccia with clasts >0.5 m. An important difference among fault breccia, gouge, and cataclastite is the high degree of induration in the latter. Cf. cataclastite, gouge.

Fault conduit: The open, dilational part of a fault between fracture planes. Conduit width, or aperture, is measured normal to fracture surfaces. The width can vary considerably along the length of a fault. Fault conduits provide access for fluid flow.

Fault core: In hydrogeology, this is the primary zone along the fault plane, and can be presented as an open conduit, a zone of fractured rock and gouge, or a zone of mud-shale lithologies that have been smeared along the fault plane during fault shear. The permeability of the core will depend on the relative proportions of these attributes.

Fault damage zone: The zone either side of the fault plane or fault core that where the host rock is damaged by fracturing and cataclasis. The degree of damage decreases with increasing distance from the core. The intensity of deformation depends primarily on the magnitude of fault displacement.

Fault gouge: Very fine-grained (silt-clay size) material formed by intense shear of rock and sediment during faulting., generally <0.1 mm.  Cf. fault breccia.

Fault permeability: The permeability along the plane of the fault, primarily through the fault conduit and damage zone, and normal to a fault plane. Faults in this context provide a focus or barrier to fluid flow.

Flow net: A 2D cross-section or 3D model of equipotential lines or planes that describe aquifers and their associated aquitards. It is basically a representation of hydraulic potential. Flow lines can be constructed based on assessed hydraulic gradients, to show the directions of groundwater flow.

Fluid pressure: The pressure within a fluid (liquid and gas phases), usually expressed as a compressive stress – in its simplest form: P =  ρgz

where P is the pressure of interstitial fluids at some depth measured vertically, ρ is the density of the fluid, g = the gravitation constant, and z the depth from the surface to the point of interest. Fluid pressures generally increase with depth in the crust. Cf. hydrostatic pressure, lithostatic pressure.

 

Fluidization: The process where sedimentary particles are suspended, or float in the interstitial fluid by the upward flow of fluid. In contrast, the fluid in a liquefied sediment is largely static. Fluidization in sediment may be caused by escaping, overpressured fluids (dewatering).

Flux melting: A term derived from welding and glass making. A flux is a substance that lowers the melting point of solids. It applies to magma generation in the mantle where water, derived by dehydration of mica, glaucophane, and serpentinite minerals, lowers melting points by 200°C and more. Flux melting is a critical stage in the formation of partial melts.

Fracture networks: In hydrogeology this refers to the three-dimensional array of joints and faults for which there is interconnected permeability.

Fracture porosity: The pore space permitting fluid flow through rock fractures and joints. Fracture and joint networks are oriented according to ancient stress fields, hence the porosity will also be focused at these orientations. It tends to occur in hard rock. In crystalline or volcanic rock (the latter includes columnar joints) it is the only effective porosity.

Fumaroles: Also known as Solfataras. Geothermal gas and steam vents where temperatures are >/= 100°C. The proportion of liquid water is low. They tend to form when the watertable is deep. , Hot springs are more common where watertables. are shallow.

Geofluids: Below the watertable (local or regional) all sediment and rock is saturated with fluid – aqueous, or non-aqueous. Geofluids include:

  • Fresh and saline water (aqueous fluids in aquifers and aquitards) and hydrocarbons (oil and gas).
  • Depth of flow ranges from near surface to the deepest parts of the crust.
  • Rates of fluid flow rates range from cm/second near the surface, to cm/million years deep in the crust.
  • Aqueous fluids are involved in all chemical reactions and distribute dissolved mass through the crust, including those that form rocks, hydrocarbons, and ore deposits.
  • Fluids play an important role in how the earth deforms by reducing shear strength and elevating fluid pressures.
  • Hydrous igneous melts have lower melting points.

Geostatic pressure: An alternative term for lithostatic pressure.

Ghyben-Herzberg equation: (hydrogeology)

z = h.ρf / ρs – ρf

where z is the depth to the interface from sea level, h the watertable elevation, ρs (1.025 gm/cc) and ρf (1 gm/cc) the densities of seawater and freshwater respectively, such that:

z = 40h

This relationship is an important approximation of the interface between freshwater and seawater in coastal aquifers. The equation states that for every unit decrease or increase in watertable depth (h) there will be a corresponding 40 unit rise or fall respectively in the interface between seawater and freshwater. In practice, it provides a reasonable approximation of potential seawater intrusion into coastal aquifers that have been over-produced.

Groundwater: Water that resides in porous and permeable sediment and rock beneath the surface. The term applies equally to fresh and saline waters, in aquifers and aquitards at any depth in the crust. The term does not apply to chemically bound water, although such water may be released to groundwater during diagenesis and metamorphism. See also aquifer, hydraulic gradient.

Groundwater discharge: Natural discharge of groundwater as springs, seeps, or baseflow, at the surface or in streams, lakes, or the sea floor. Discharge occurs where the watertable (unconfined aquifers) or potentiometric surface (confined aquifers) intersect the land or water body surface, and the hydraulic gradient is sufficient to drive flow. Cf. Groundwater recharge.

Groundwater recharge: The infiltration of water from precipitation into an aquifer. For unconfined aquifers this recharge occurs at the watertable. For confined aquifers recharge occurs by slow seepage from the confining aquitards.

Groundwater residence time: The time from recharge (usually at the surface) to discharge. Residence times are briefest in unconfined aquifers, ranging from days to years. In regional groundwater flow systems these times are measured in 105 to 106 years. Groundwater dating utilises trace compounds such as fluorocarbons, isotopes like ³H (tritium from atmospheric atomic device testing), and cosmogenic isotopes such as Carbon-14, and Beryllium-10.

Grout: Grouting is used to seal sections of a well-borehole to prevent potentially contaminated water from entering.  Cement and bentonite pellets are commonly used (bentonite is a clay that swells as it absorbs water). The top of a borehole is commonly grouted to prevent surface contamination from entering. Grouting may also be used to isolate certain sections of a borehole that are being used to sample groundwater (i.e., above and below the sample interval).

Heat flow: The transfer of heat from Earth’s core and deep mantle to the surface, primarily by conduction and convection. It is expressed as milli-Watts per square metre (mWm-2).

Hydraulic conductivity (hydrogeology):  This is the proportionality constant in Darcy’s Law. It has dimensions of length/time. Hence it is also called the Darcian velocity. It is a measure of the ease with which a fluid will flow through a porous medium. Importantly, it is a function of the porous medium and the fluid, particularly the fluid viscosity. This means that oil flowing through an aquifer will have a lower hydraulic conductivity than water through the same medium. Hydraulic conductivity is used in all hydrogeological studies. In contrast, the oil and gas industry uses a different proportionality constant – the Darcy, that depends only on the porous medium.

Hydraulic gradient (hydrogeology):  The change in hydraulic head from one location to another can be stated as a gradient, which is the head difference divided by the distance between the two locations. Gradients can also be calculated from contoured potentiometric surface maps. Groundwater always flows towards locations at lower head.

Hydraulic head (hydrogeology):  Also called hydraulic potential, is a measure of the potential energy available to drive groundwater flow. From Bernoulli’s equation, the total head is:

HTotal = h (the elevation head) + P (pressure head)/ρg

For which the dimensions are in units of length, or height/depth measured to some datum. The total head is the same anywhere along a line of equal potential (equipotential); however, the elevation and pressure head components change.

Hydraulic head – elevation head (hydrogeology):  If the point of measurement is the bottom of a borehole, then the elevation head is the depth from this point to the datum. It is a component of the total head measured at that point; the other component is the pressure head. The point of measurement can be anywhere along the line of the borehole. In most cases, this line will represent an equipotential.  For example, if the point of measurement was the watertable, then total head would be made up entirely of the elevation head; the pressure head would be zero.

Hydraulic head – pressure head (hydrogeology): If the point of measurement is the bottom of a borehole, then the pressure head is the depth from this point to the watertable or other equipotential surface. It is a component of the total head measured at that point; the other component is the elevation head. The point of measurement can be anywhere along the line of the borehole. For example, if the point of measurement was the watertable, then total head would be made up entirely of the elevation head; the pressure head would be zero.

Hydraulic potential (hydrogeology): The statement of hydraulic potential derived from Bernoulli’s equation is a statement about the potential energy that drives groundwater flow. Mathematically this simplifies to potential energy E = ρgz + fluid pressure P (ignoring the kinetic energy component), where ρ = fluid density; g = gravity constant; z = depth relative to a datum. The more common expression for this is hydraulic head.

Hydraulics: A general term for the conditions promoting flow in water, air, and sediment-water mixtures, and the processes of sediment movement and deposition. Involves consideration of flow velocity, turbulence, laminar flow, frictional drag, and shear stress.

Hydrogeology: The study of subsurface fluids, particularly groundwater and its utilization,, aquifers and aquitards, fluid chemistry, its influence on rock strength and slope stability, its role in tectonics, hydrocarbon migration and trapping, and mineralization.

Hydroperiod: The duration of tidal flooding and inundation over a salt marsh – flooding only occurs during spring tides and storm surges.

Hydrostatic pressure:  At any depth, the pressure exerted by a (theoretical) overlying column of water having unit-area cross-section, is calculated from the expression P = ρgz where ρ = density of water, g = gravity constant, and z = depth from some datum, commonly sea level. Note that, assuming a cross-section of unit-area reduces volume to units of depth. It is analogous to lithostatic pressure.

Isotropy: An aquifer or aquitard is considered isotropic if its permeability or hydraulic conductivity is the same in all directions, usually specified by three principal orthogonal axes. Isotropy is often assumed in groundwater modelling as a reasonable simplification. In reality, most porous media are anisotropic.

Karst:  A landscape of gullies, canyons, and steep-sided pinnacles resulting from intense meteoric diagenesis (dissolution) of thick limestones. The relief on karst landforms ranges from 1-2 m to 100s of metres. The corresponding subterranean structures include sinkholes, caverns and underground streams.

Liquefaction:  If water-saturated sediment is disturbed, for example by earthquake ground shaking, the grains begin to separate until they are ‘floating’ in the interstitial water.  At this point, the fluid now consists not only of water but also the floating grains and a consequence of this is that fluid pressures increase.  The sand is now liquefied. It no longer has shear strength and cannot support surface loads. Eventually the grains will settle and at this point the excess water will escape to the surface. Cf. dewatering, fluidization, sand volcanoes.

Lithostatic pressure:  At any depth, the pressure exerted by the overlying column of rock and sediment having unit-area cross-section, is calculated from the expression P = ρgh where ρ = density of the rock column, g = gravity constant, and h = depth from some datum, commonly sea level. Note that, assuming a cross-section of unit-area reduces volume to units of depth. Also called overburden pressure. It is analogous to hydrostatic pressure.

Meteoric diagenesis (carbonates): Diagenesis of limestone under fresh-water conditions, both in the vadose (unsaturated) zone, and below the watertable. It is largely controlled by the degree of fresh- water seepage and groundwater flow. Vadose zone diagenesis is dominated by dissolution that, if prolonged, produces caverns, sinkholes (dolines), subterranean streams, and spectacular karst landforms. Dissolved calcium carbonate may reprecipitate as cement and fracture-fill in the saturated zone, and as stalactites-stalagmites in caves.

Meteoric flow: Subsurface flow of water or brine that originates at the surface. Most meteoric groundwater flow is driven by topographic gravitational potential. Cf. topography-driven flow, hydraulic potential.

Microporosity: Porosity that is 1-2 µm contributes to the total pore volume of a rock or sediment, but in terms of advective fluid flow it is inefficient. Transfer of dissolved mass probably takes place by diffusion.  Common examples are present in pore throats of granular rock, between clay particles in mudrocks, and between pore-filling cements.

Mud volcano: Small cone-shaped buildups associated with erupting mud, ranging from about a metre to 10s of metres high. Eruptions may be quiet where mud flows, slithers and slides down slope, or more violent, reminiscent of lava fire fountains, shooting mud 10s of metres into the air (or water). If methane is present in the mud, the eruptions can ignite. They form on land and on the sea floor.

Newtonian fluid: A rheological class wherein a fluid has no yield strength (cf. plastics), and deforms continuously (strain) with increasing stress, independent of viscosity. Water is the best known example.

Observation well: A well installed solely for the purpose of groundwater observation, particularly hydraulic head measurements. See Piezometer and Piezometer nest.

Oil migration: Hydrocarbon production in deeply buried sediments, begins in organic-rich sediment, such as oil shale. Once formed (by a series of complex chemical reactions), the oil (and gas) migrate from the shale or mudstone to more porous and permeable rocks such as sandstones and limestones. Migration is driven buoyancy forces and the flow of deep subsurface groundwater. Migration will continue until the oil is trapped (resulting in an oil field). Oil and gas that isn’t trapped will eventually find its way to the surface or sea floor and escape.

Oil seep: Oil, sometimes accompanied by gases like methane, that leak to the surface via fractures or faults, driven of buoyancy forces, or as a part of spring flow.  The hydrocarbons may be sourced from oil-prone porous rock, or from actual subsurface oil pools.

Panne: Shallow ponds on salt marsh platforms. They are usually recharged by saline water during spring tides, but the pond salinity can vary because of precipitation.

Particulate flow: Faulting of soft, non-indurated sediment results in grain rolling and sliding along the fault plane – fault core. This process changes the grain packing geometry and permeability compared with the host sediment.

Piezometer: A relatively simple borehole constructed solely for groundwater pressure observations, specifically hydraulic head. It can be used in confined and unconfined (watertable) aquifers. The borehole may be open at the base or screened – for the latter the screen mid-point depth is taken as the point of measurement for elevation and pressure head calculations. The observation wells are not pumped, but they are used to monitor head changes in nearby pumped boreholes.

Piezometer nest: Several piezometer tubes may be installed in a single borehole, each tube in the nest extending to different depths within an aquifer. Knowing the measurement point for each tube permits the calculation of vertical head gradients within an aquifer (usually confined aquifers).

Permeability: A measure of the ease with which fluids flow through porous sediment and rock. In groundwater studies it is expressed as hydraulic conductivity that has dimensions of distance/time. The hydrocarbon industry uses a dimensionless number for intrinsic permeability, the Darcy, that depends only on the porous medium. The unit reduces mathematically to units of area (ft2, m2). It is basically a measure of pore size.

Piper diagram: A matrix of three triangular plots that map the chemical compositions of water. It is based on normalized percentages of major cations (Calcium, magnesium, potassium, and sodium), and carbonate-bicarbonate, sulphate, and chloride anions. It is useful for tracking the source of groundwater flows in aquifers derived from different rock types, and the evolution of chemical speciation.

Pollutant: A chemical or substance introduced into the natural environment by human activity. For example pesticide residues on fruit-vegetables, or excess CO2 in the atmosphere. Cf. contaminant.

Pore pressure: The pressure of fluid in the pore spaces or fractures of sediment and rock; it is usually measured or calculated with reference to the expected hydrostatic pressure at the depth of interest. Pore pressures greater than hydrostatic (over-pressured) reduce the shear strength of sediment and rock. Over-pressuring cannot be maintained unless there is some fluid trapping mechanism.

Pore throat: The narrow passages between grains in contact, that connect the larger intergranular pores. Pore throat sizes are variable, depending in part on the packing arrangement of grains and grain shapes, and range from submillimetre to a few microns. Their size and distribution are a primary control on the characteristics of fluid flow. Pore throats can be blocked and their efficacy reduced by cements, particularly clays.

Porosity – fracture:  The void space in hard rock created by joints, fractures, and faults. In rock types such as basalts and granites, this is usually the only kind of porosity that permits fluid flow. Fracture porosity commonly has directionality because of the orientation of the stresses that produce brittle failure.

Porosity – intergranular:  the void space between framework clasts within a rock or sediment. It is presented as the ratio of total void space versus total sample volume and is therefore dimensionless. Pore spaces below the watertable are always occupied by fluid – aqueous, or hydrocarbon. The porosity of a clean sand is commonly 30-35% but can be reduced to less than 1% by compaction and cementation. Mud porosity can be as high as 70% at deposition, but this too rapidly decreases during compaction.

Potentiometric surface: In hydrogeology, hydraulic heads, expressed as elevations of water levels in water wells can be mapped as a surface. Each aquifer has its own, unique, potentiometric surface. Each contour represents a line or plane of equal hydraulic head, or equipotential. The map allows prediction of water levels in new wells. It also allows calculation of hydraulic gradients and directions of groundwater flow. For confined aquifers, the potentiometric surface is an imaginary, theoretical surface. In unconfined aquifers it corresponds to the watertable (a real surface).

Pressure head: see hydraulic head.

Riparian zone: The area of land in immediate contact with a river, lake or tidal zone. It is commonly considered to be a buffer zone that is reflected in the type of vegetation, such as marsh or wetland, meadows or forests, as well as a zone of protection and management. or example a well developed riparian vegetation and soil will help trap and sequester land-derived nutrients and sediment.

Saturated zone (hydrogeology):  The part of an aquifer where pore spaces are permanently filled with water. In unconfined aquifers this occurs below the watertable.  Confined aquifers are always completely saturated. Also called the phreatic zone.

Seawater-fresh water interface: The boundary between fresh water and seawater in coastal aquifers, and aquifers that extend beneath a marine shelf. The boundary is diffuse. In coastal aquifers the depth to the interface depends on the watertable elevation above sea level – the depth is governed by the Ghyben-Herzberg principle.

Seawater intrusion: (saline intrusion) The replacement of fresh groundwater by an intruding wedge or lens of seawater. This commonly occurs in coastal aquifers where excessive fresh groundwater withdrawal results in a fall in the local watertable, and a corresponding rise in the fresh water/seawater interface by 40 times the amount the watertable has fallen. Sea water intrusion is, for practical purposes, irreversible. See Ghyben-Herzberg principle.

Screen (borehole):Part of the borehole casing that permits the transit of groundwater through narrow slots. Commonly placed at the base of a borehole, but can be placed at several depths in wells that penetrate multiple aquifers – this permits greater water production from a single borehole. In watertable aquifers the entire borehole depth may be screened. Screen slot size is less that the average or median aquifer grain size to prevent ingress of sediment.

Secondary porosity: Porosity that is created during burial diagenesis by the dissolution of chemically reactive grains such as carbonates and feldspars. Secondary porosity can enhance the overall porosity of a rock, particularly if primary intergranular pore volumes have been occluded by cements. Secondary pores may be larger than those formed during deposition, where entire grains are dissolved. Partial dissolution along twin or cleavage planes in minerals like feldspar, will result in irregular grain boundaries.

Sequestration: Storage of solid, liquid or gas so that it cannot disperse, or escape. Of recent concern is sequestration of carbon in various forms, particularly CO2 and methane. Natural sequestration occurs on rocks (coal, limestones), soils, and permafrost. Artificial sequestration of supercooled CO2 in certain rock formations (such as depleted oil fields) is considered as one means of controlling CO2 emissions.

Sinkhole: Also called Dolines, are collapse structures formed by removal of subsurface rock, either by erosion of dissolution within the vadose and saturated (phreatic) zones, are typical of limestone terrains; they can also occur in landscapes underlain by evaporites. They tend to be circular in cross-section. Collapse usually occurs rapidly into large, subsurface caverns. They are common in karst landscapes.

Supercritical liquid: A liquid that has properties somewhere between a gas and a liquid.  For example, for CO2 these properties include high solubility in oil and water; density similar to the liquid phase but much lower viscosity – the latter property enhances flow through pipes (transport)and through porous rock; low surface tension.

Topography driven flow: Groundwater flow that is driven by topographic gravitational potential. It is the dominant mechanism of groundwater flow at shallow levels of Earth’s crust, to depths of 2-3 km. It is usually expressed as hydraulic potential, or hydraulic head (H), where:

HTotal = h (the elevation head) + P (pressure head)/ρg, relative to a datum (commonly taken as sea level).

 

Unconfined aquifer: see Aquifer-unconfined

Unsaturated zone:  The portion of an unconfined aquifer above the watertable where pore spaces are air-filled (and approximately at atmospheric pressure). It is synonymous with  vadose zone.

Vadose zone:  The portion of an unconfined aquifer above the watertable where pore spaces are air-filled (and approximately at atmospheric pressure). It is synonymous with unsaturated zone.

Viscosity: Viscosity is used to describe a material in which its strength depends on the rate of deformation, or strain rate. From a practical point of view, it is a measure of its resistance to deformation, or flow. It is normally applied to fluids, including rocks that may behave as fluids under high confining pressures and low strain rates. In the Earth sciences, viscosity is applied to phenomena like mud flows and ice sheets, and to rocks in the mantle.

Watertable:  The level to which groundwater rises in an unconfined aquifer. It is a special kind of potentiometric surface – it is real in that it can be revealed by drilling or excavation. Watertables always have a gradient, sloping in the direction of groundwater flow. Watertables can be mapped from water level intersections in boreholes. A watertable is at atmospheric pressure for any location. Watertables tend to fluctuate seasonally as a function of recharge and natural discharge. They can also fluctuate as a result of pumping. See Equipotential

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Glossary: Sedimentary facies and processes

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Ablation: The removal of ice and snow by melting, evaporation, wind erosion, sublimation (solid to vapour phase without an intervening liquid water phase), calving (glacial). Melting occurs in more temperate climates. Sublimation in cold, arid climates. Any rocky material dispersed in the ice/snow will concentrate on an ablation surface.

Abrasion:  The mechanical wear and tear on sedimentary particles, commonly developed during transport where grain-to-grain impacts are common. Abrasion reduces particle grain size. It is an important mechanism that produces new and smaller sedimentary particles.

Actualistic models:  Models based on the principle that natural processes and laws we witness today have acted in the past. This does not mean that the products of such processes, for example some environmental condition, will be the same today and in the distant past, but that the laws governing such processes will be the same. cf. Uniformitarianism

Aeolianite: Dune sands cemented by calcite are an example of shallow meteoric-vadose zone diagenesis. Dune sand mineralogy may be siliciclastic or bioclastic, or a mix of both. Most common in subtropical to tropical coastal dunes.

Aerobic conditions: Reactions that directly utilise available oxygen, the most obvious being respiration in life forms, where oxygen is used in metabolic reactions to generate energy (e.g., from food). In sediments this generally is associated with the metabolic activity of microbes – a distinction is made between these types of reaction and oxidation reactions that do not require intermediary metabolic activity in life forms. Cf. Anaerobic conditions.

Allochem: Framework components of granular or rudaceous limestones that show some evidence of transport or movement; i.e. they have not formed in situ. Common examples are ooids, oncoids, pellets, fossils, and intraclasts.

Allodapic limestone: Slope and deeper basin limestones deposited by turbidity currents.

Alluvial fan: Coarse-grained sediment bodies that are linked to elevated terrain where the rate of sediment supply and aggradation are controlled by tectonics, climate, and the size of the drainage basin, have broadly radial geometry with longitudinal and lateral extents measured in 100s of metres to a few kilometres, have high depositional slopes (several degrees), where sediment is delivered via a single, commonly canyon-like channel at the fan apex, and where sediment supply is episodic.

Alluvium: Sediment (clay to boulder size particles) deposited or reworked by water in a terrestrial setting; the most common forms are fluvial, alluvial fan, and lacustrine environment. Cf. Colluvium.

Anaerobic conditions: conditions where metabolic reactions in life forms do not require molecular oxygen. In sediments, such reactions are commonly generated by microbes that reduce oxygen-bearing compounds like sulphate (to sulphide), nitrate (to nitrite or ammonia), and carbon dioxide to methane. Sediment where these conditions persist tend to be green-black, and may have mineral sulphides (e.g., iron, manganese). One example is the sediment beneath wetlands, including marginal marine mangrove wetlands. Cf. aerobic conditions.

Anastomosing river: A river in which the channels are confined by heavily vegetated banks and floodplains, and within-channel islands also vegetated. The river may contain 2 or 3 sinuous channels but the overall sinuosity of the river is low. Bedload is commonly sandy, forming bars of tabular crossbeds and ripples. Cf. Meandering, braided rivers.

Angle of repose: The natural slope of loose, cohesionless sedimentary particles (sand, gravel) under static conditions, as a function of gravity and friction forces. In dry sand the angle is 34°. In water saturated sand where friction is reduced, the angle is 15° to 30°.  It is analogous to the Angle of Internal Friction, a rock or material property that refers to its ability to resist deformation, and is measured as the angle between the normal stress and a resultant stress at the point where shear begins.

Angular velocity: For a rotating body, a measure of the rate of angular change. It is usually stated in radians per unit time, for example the angular velocity for Earth’s rotation about a north-south axis is 1.99 x 10-7 radians/second. The angular velocity at the equator is the same as that for the poles. cf. linear or tangential velocity.

Anisotropic HCS: Applies to hummocky cross-stratification where the geometry and dip of laminae change for profiles viewed at different orientations of the same hummock. Cf. isotropic HCS.

Anoxic conditions: Usually applied to aqueous environments (water masses as well as connate water) where there is none, or insufficient dissolved oxygen for respiration; usually measured at less than 0.5 ml/L. Under these conditions, the sources of oxygen via bacterial reduction are from nitrates and sulphates. Once these sources are depleted carbon dioxide becomes an important source during reduction to methane. Deep waters in lakes where there is no turnover of the water mass, can become anoxic. Anoxia is also implicated in some of Earth’s major extinctions, such as the Late Permian – Triassic event. Early Precambrian oceans and lakes were probably anoxic. e.g., März and Brumsack, 2015.

Anthropogenic: Processes and products produced by human activity that impact natural conditions and environments. There is frequently an emphasis on negative impacts, such as environmental degradation, loss of biodiversity, reduction of the gene-pool, and pollutants.

Antidunes: Bedforms that develop in Upper Flow Regime, Froude supercritical flow. The corresponding stationary (surface) waves are in-phase with the bedforms. Unlike ripples, the accreting bedform face grows upstream – antidunes migrate upstream in concert with deposition on the stoss face. When flow conditions wane, they become unstable and wash out or surge downstream.  Their preservation potential is low.

Autotrophs: Organisms that derive energy from light or chemical reactions. Predominantly in the plant domain where the principal mechanism is photosynthesis. In the absence of light, chemotrophic organisms will obtain their energy and carbon for growth from chemical reactions with compounds such as sulphur and ammonia, or carbon dioxide. cf. heterotroph.

Avulsion: (fluvial geomorphology) The rapid abandoning of a channel at one location and formation of a new channel at another location. Avulsion may be forced by geomorphic factors like gradient advantage, floods, seismic events, or abrupt changes in baselevel. Cf. gradual channel migration.

Backwash: Water that completes its run-up across a beach (swash) and returns to the wave-surf zone. Flow velocities are determined primarily by the gravity component imposed by the beach gradient.

Bank-full conditions The point at which the water level in a river channel reaches the top of the bank, beyond which water spills over the floodplain.

Barrier island: Long, skinny, emergent sand bars that separate wave-dominated seas from a lagoon or estuary. Sand bars are commonly aligned in a linear or arcuate chain, each bar separated by a tidal channel that allows regular exchange of seawater between open seas and the enclosed bay. The channels and their ebb-flood tide deltas also help regulate sand supply. Barrier islands are commonly capped by coastal sand dunes. Wave set-up usually induces strong along-shore coastal currents. Barrier island retrogradation or progradation is strongly dependent on relative sea level change, accommodation space, and sand supply.

Beach: Obvious to most what this looks like – the narrow strip of land between mean high and low tides in marine settings, and the wave wash zone along lake shores. But from a sedimentological perspective it is the part of the coast, marine or lacustrine, that delineates the transition between land and water, marine and terrestrial.  It is the zone where wave wash and backwash sorts sand and gravel according to the hydraulic potential of the waves, and where invertebrate and vertebrates have adapted to saline conditions and regular periodic exposure. It provides a stratigraphic datum for sea level change and shoreline excursions over geological time frames. It marks the fundamental boundary between marine or freshwater bodies and terrestrial environments.

Bedform:  Sedimentary structures produced by bedload transport of loose, non-cohesive sediment. Typically manifested as ripple and dune-like structures.

Bedload:  Loose or non-cohesive sediment particles (silt, sand, gravel – sizes) at the sediment-water or sediment-air interface, that will move along the bed if fluid flow velocities exceed the threshold velocity. The bedload consists of a traction carpet, and a suspension load.

Benthic: (adjective) An ecological term applied to organisms that live on a sediment-water interface, or within sediment. It includes invertebrates, vertebrates, and plants (particularly algae and cyanobacteria). The most prolific benthic zones are located within the photic zone that constrains the limits of photosynthesis.

Benthos: (noun) An assemblage of benthic organisms.

Bindstone: Consists of organically bound frameworks (not transported), such as encrusting algae or bryozoa, that bind some pre-existing substrate.

This term was introduced by Embry and Klovan (1971) as a modification of Dunham’s (1962) limestone classification scheme; see review and modification by Lockier and Junaibi (2016).

Bioimurration: The process where the skeletal or encrusting material (commonly calcium carbonate) overgrows another organism. The process has the potential to preserve fine details of the substrate structure – this is important where the substrate is easily biodegraded (e.g., plants).

Bioturbation: The general term for the activity of organisms that live on and within sediment. During the course of scavenging, grazing and burrowing for food, constructing a home, travelling from one place to another, or escaping predation or burial, these critters produce traces that reflect the type of sediment and the behavioural activity of the organisms. Intense bioturbation may destroy primary sedimentary structures like and bedforms.

Bouma sequence: Named after Arnold Bouma, one of the first to recognise the repetitive sedimentological organisation of turbidites. Bouma sequences represent individual turbidity current flow units, whether the sequence is complete or truncated. A complete sequence contains 5 divisions, becoming progressively finer-grained towards the top; some divisions may not develop:

  1. Massive muddy sandstone, with or without a scoured base.
  2. Graded and laminated muddy sandstone.
  3. Laminated with ripples and climbing ripples, commonly convoluted by soft sediment deformation.
  4. Graded, laminated siltstone-mudstone.
  5. A mix of turbidity current mud and hemipelagic mud, that are deposited from suspension.

Boundary layer (granular): Also called a no slip or zero shear stress boundary. The contact between a flowing fluid and a solid surface is defined by a boundary layer where friction forces reduce flow velocity to zero. A velocity profile through the boundary layer shows a gradual increase in velocity to the point where free stream flow prevails. Flow along boundary layers is either laminar or turbulent depending on the Reynolds number.

Boundstone: A kind of fall-back term for limestone description where the mode of binding is not readily identifiable. This term replaces Embry and Klovan’s Bafflestone in which the mode of binding and identification of the organisms responsible was equivocal. This term is introduced by Lockier and Junaibi (2016).  in their review and modification of Dunham’s (1962) limestone classification.

Brackish conditions: Typical of environments where fresh water and seawater mix, such that the salinity is less than that of seawater. Commonly found in estuaries, particularly their more landward extents, and in the segments of coastal deltas prone to fresh water flushing (e.g., mouth bars, interdistributary bays). They are home to low-salinity tolerant plants (e.g., mangroves, Salicornia), and invertebrates like the air-breathing gastropod Amphibola.

Braided river: Low sinuosity braided rivers contain mostly sand and gravel bedload, and have multiple channels and bars that present a braided pattern. The bars contain a mix of tabular and trough crossbeds from beforms that migrate downstream during flood stages. The bar tops become dissected by chutes and rills during falling stage and low water.

Buoyancy: Buoyancy is the result of fluid forces acting on a body immersed in a fluid. If the resultant force is greater than the gravitational force acting on the body (that itself is a function of its density), then the body will rise (positive buoyancy – negative buoyancy is the opposite). Buoyancy plays an important role in many processes – the rise of mantle plumes and magmas, diapirism, density and temperature stratification in the oceans, the support of clasts in sediment gravity flows and pyroclastic flows.

Carbonate factory: A concept based on the recognition of geologically and geographically recurring facies and associated biotic and abiotic production systems. Definition of a factory is based on the kind of carbonate production. Four primary factories are: Tropical, where photosynthetic autotrophs are a critical energy source for heterotrophic frameworks (such as reefs); Cool-water dominated by hydrodynamically distributed heterotrophs; mud mounds dominated by biotic and abiotic precipitation of carbonate mud, either directly or indirectly by algae, bacteria, and cyanobacteria; and planktic where the primary producers are phytoplankton and zooplankton.

Carbonate mudstone: Dunham’s (1962) limestone classification, reviewed and modified by Lockier and Junaibi (2016). >90% mud-supported framework; <10% clasts larger than 2 mm (i.e. granule and larger).  The equivalent Folk designation is micrite.

Carbonates: The most diverse group of sediments and sedimentary rocks, usually presented as limestones and dolostones. Carbonate precipitation (and dissolution) is based on the chemical equilibria involving CO2, HCO3, CO32-, and H2CO3. Their primary mineralogy includes calcite and aragonite polymorphs (CaCO3), and dolomite (Ca.Mg [CO3]2). Carbonate formation at Earth’s surface is intimately associated with biological production where precipitation is either induced directly by organisms, or indirectly promoted by the activity and metabolism of organisms. Organisms involved in carbonate production range from microbial to large invertebrates.

Carbonate platform: Also called carbonate shelf. Thick successions of carbonate rock, that occupy shelf-like structures attached to continental landmasses, or as stand alone, isolated platforms surrounded by relatively deep ocean basins; also called carbonate banks. Heterotrophs and autotrophs contribute to carbonate production. Evaporites may form part of the stratigraphic succession in arid climates. The proximity to landmasses will determine the degree of mixing with siliciclastic sediment. Islands, banks and bars, and reefs generate significant relief across a platform. Platform-margin reefs mark the transition to slope and deep ocean basins.

Carbonate ramp: A platform-like region of carbonate accumulation that slopes gently seaward to a relatively deep basin. There are no significant margin builds such as reefs or mud mounds.

Cement: Precipitation of pore-filling minerals, such as quartz, calcite, aragonite, high-magnesium calcite, dolomite, clays, and gypsum, is an important process during sediment lithification. Crystal growth begins at grain boundaries, gradually filling the available pore space. Cementation can begin at the sea floor, particularly by aragonite and calcite, and continue during burial. Cementation gradually occludes effective porosity.

Chenier plain: The seaward part of a coastal plain or strand plain that consists of a series of beach ridges separated by mud flats or salt marshes. They form on prograding coasts. Ridges commonly consist of shells, sand, and small pebbles that accumulate under modest wave conditions and longshore drift currents. Chenier plains can be many kilometres wide, extending along shore for 10s of kilometres. The older, landward beach ridges may become vegetated.

Chute cutoff: Erosion through the inner or accretionary part of a river bend, that eventually forms a new channel. In meandering river systems the chute develops across the point bar. The former meander bend is abandoned and may eventually form an oxbow lake.

Chute and pool Chute and pool conditions usually develop at flow velocities higher than those responsible for unstable antidunes. Chute and pool morphology is centred on a hydraulic jump – upstream flow in the chute is supercritical, and immediately downstream flow is subcritical (the pool). Chutes and pools can also migrate upstream which means the hydraulic jump moves in tandem.

Clast-supported framework: This term applies to granular rocks where clasts are mostly in contact with one another. It usually refers to lithologies containing clasts that are sand sized and larger; it does not apply to mudstones or siltstones because it is difficult or impossible to distinguish framework from matrix. This textural property applies to siliciclastics and carbonates. Cf. matrix-supported framework.

Clay: This term has two meanings: (1) as a layered or sheet-like silicate mineral such as kaolinite and illite, and (2) as sediment with grain size less than 4 microns. See also Mud which consists of a clay-silt mix.

Coastal plain: A relatively flat, low relief coastal region commonly featuring barrier islands, lagoons, and estuarine drainage, coastal marshes and wetlands, drowned valleys, and chenier plains. Coastal plains exist because there is net, long-term progradation and shoreward migration of the shoreline, interrupted by transgressions.

Coastal setup: The increased elevation of sea level at the coast, where water masses pile up because of wind shear, and Ekman Veering of currents that flow at right angles to the wind direction (deflecting to the right in the northern hemisphere, and left in the southern hemisphere). The resulting seaward hydraulic gradient results in offshore-directed currents. Cf. storm surge.

Coastline: The boundary between land and a body of water. The term is commonly used to mean a relatively broad, loosely defined zone that can include steep or subdued land forms (e.g. cliffs, coastal dunes) as well as beaches. Cf. shoreline.

Coccoliths: Marine phytoplankton that secrete calcium carbonate skeletons; they are one of the main constituents in natural chalk. Coccospheres are algal cells surrounded by coccoliths arranged into spheres tubes and cup-shaped bodies, up to 100 microns in diameter. They are  one of the culprits responsible for marine algal blooms.

Codiacean algae: A group of green algae that precipitate aragonite needles 2-3µm long. Two common species are Halimeda and Penicillus that, across carbonate platforms and reefs, produce large volumes of aragonite mud. Cf. coralline algae.

Cohesionless grains: Grains (usually sand or silt) that do not stick together. This property is necessary for most sandy bedforms to form. Cohesion in finer grained particles prevents the formation of sediment bedload and saltation load movement.

Colluvium: Sedimentary particles of any size that accumulate near the base of, or on lower slopes, by continuous or discontinuous surface runoff, sheet flood, soil and rock creep, and solifluction. Cf. Alluvium.

Combined flow Flow induced by wave orbitals operating in tandem with unidirectional, bottom-hugging flows, such as turbidity currents. Combined flow is frequently invoked to explain hummocky and swaley cross stratification, based to some extent on flume experiments, and observations of coastal flow.

Conglomerate: Sedimentary rock where the framework consists of clasts coarser than 2 mm (granule). Clasts show variable degrees of rounding and shape. Sorting tends to be poor. The term gravel is used for modern sediments. They typically represent high energy conditions like those found in braided rivers, alluvial fans, and gravel beaches. Cf. breccia, pebbly mudstone.

Consolidation: Is broadly synonymous with compaction of sediment that results in a loss of porosity and bulk volume. It is the main physical process involved in sediment diagenesis.

Continental rise: The bathymetric transition from continental slope to abyssal plain. Gradients are less then those of continental slope, merging with the deep basin beyond. Water depths are commonly >3000 m. Much of the rise are is made up of submarine fans that are fed by submarine canyons and gullies on the adjacent slope. Mass transport deposits derived from the slope generally move across the rise.

Continental shelf: The submarine extension of a continent. Shelf inclinations are generally <1o averaging about 0.1o . Water depths range from about 60 m to 200 m. Shelves and their environments are sensitive to sea level fluctuations. During low sea levels (e.g. during glaciations) the shorelines migrate seawards and the shelf thus exposed is subjected to weathering and fluvial erosion . A significant change in slope at their seaward margin is called the slope break – it marks the bathymetric transition to continental slope. It also corresponds to the transition from continental to oceanic crust.

Continental slope: The bathymetric region beyond the shelf and shelf break, extending from about 100m to 3000 m, with gradients between 2o – 5o . Slopes are commonly transected by gullies and submarine canyons that focus sediment transport, some of which remains on the slope (finer-grained sediment), and some bypassing the slope on its way to the basin beyond; in this case sediment transport is commonly via turbidity currents and other types of sediment gravity flow. Gravitational failure also shapes the slope. Hemipelagic sediment is important to slope accumulations.

Convoluted laminae: Laminae that are initially parallel or crossbedded, will become folded and pulled apart during the early stages of compaction (soon after deposition) and dewatering. They are characteristic of turbidites where dewatering is hindered by muddy permeability barriers, such that local fluid pressures are elevated. They are also common in fluvial and other channelised sediments (here called ball and pillow structures).

Cool-water limestone: Predominantly bioclastic limestones typically made up of bryozoa, various molluscs, brachiopods, calcareous algae, barnacles, and echinoderms. Isopachous, micritic, and pore-filling cements are mostly calcite; aragonite cement is uncommon.

Coquina: A limestone made up of shells, shell fragments and other bioclasts, with a degree of sorting that indicates relatively high depositional energy. Where the fragments are mostly sand-sized, the Dunham limestone classification equivalent is grainstone.

Coralline algae: Calcite and high magnesium calcite precipitating red algae, that build upon substrates such as bioclasts and rock surfaces and other algae. All begin life as encrusters, but grow to different forms such as articulated, flexible, bush-like branches, or nodular clusters around shells or pebbles (e.g. Lithothamnion). They are an important contributor to cool-water bioclastic limestones.  Both types contribute to temperate and tropical carbonate sediment. They are important components of coral and bryozoan reefs.

Coriolis effects: The result of (fictitious) Coriolis forces apply to rotating, non-inertial systems like Earth. The forces act orthogonal to the direction of movement such that deflections are to the right of the direction of forward motion in the northern hemisphere, and to the left in the southern hemisphere. Coriolis forces are directly proportional to linear velocity on the same rotating body. Coriolis effects increase towards the poles of rotation and are zero at the equator. The deflections apply to ocean water masses (gyres), contourites, and to weather systems.

Crevasse splay: A crudely fan-shaped body of sediment deposited on the flood plain when a river in flood breaks through its levee. The sediment is mostly fine sand and silt. Ripples and climbing ripples tend to form close to the levee breach where flow velocities are highest; erosional discordances are also common. Flow competence wanes rapidly as the flood waters splay across the floodplain, depositing progressively finer-grained sediment.

Critical flow: Also called Tranquil flow. The flow conditions for a Froude number of 1 , at some critical flow velocity and flow depth, where any surface wave will remain stationary (it will not move upstream or downstream). Surface waves will usually be in-phase with their bedforms, for example antidunes. See also subcritical and supercritical flows.

Critical shear stress: see Threshold shear stress for grain movement.

Cryptalgal laminates: A general term for laminated mats composed primarily of cyanobacteria, but like includes other microbes. The laminates may be flat and uniform, or tufted, pustulose, or polygonal, resulting from desiccation or, in arid environments, evaporite precipitation. In the rock record they are commonly found with stromatolites. The term microbialite is generally used in modern examples because there are several groups of microbes including bacteria, cycanobacteria, and red and green algae.

Cut bank: An outside river bank subjected to erosion. In meandering fluvial channels, cut banks are located opposite point bars (the inside channel margin on which deposition occurs).  Channels tend to be deepest along the cut bank margin.

Cyanobacteria: Microscopic, single cell or colonial, prokaryotic organisms that today are aquatic and photosynthetic. They are likely the first known photosynthetic organisms on Earth, and were the primary builders of stromatolites and cryptalgal  laminates (or microbialites) the oldest being about 3.4 Ga; as such they were responsible for producing free (molecular) oxygen in Earth’s ancient atmosphere. Precambrian fossil microbes, best preserved in cherts, are an assortment of filaments and coccoid colonies.

Cyclic steps Cyclic steps are basically trains of chutes and pools, where supercritical to subcritical transitions occur repeatedly downstream. At each transition there is a hydraulic jump – this is the step in each flow transition. As the hydraulic jumps move upstream they erode sediment that is then deposited on the stoss face immediately downstream. The wavelength of cyclic steps is potentially 100-500 times the water depth, and is significantly greater than that for stationary waves and their associated antidunes.

Debris flow: A type of sediment gravity flow containing highly variable proportions of mud, sand, and gravel, in which the two primary mechanisms for maintaining clast support are (mud) matrix strength (a function of viscosity) and dispersive pressures caused by clast collisions. Rheologically they behave as (non-Newtonian) plastics or hydroplastics. Unlike turbidites, there is no turbulence, hence normal grading is absent or poorly developed. Some debris flows develop significant internal shear that imparts a crude stratification and/or an alignment of clasts. Terrestrial flows include highly mobile mud flows, and lahars in volcanic terrains. The more mobile types may grade to hyperconcentrated flows

Deep water waves: Waves that do not interact with the sea floor. This applies to open ocean wind-driven waves, the speed of which depends only on the ratio of wavelength to wave period. Deep-water waves occur where water depth is greater than half the wavelength. Cf. shallow water waves.

Delta front: A general description of delta components, or subenvironments, at and beyond the mouth of distributary channels and the coastal margin, including distributary mouth bars and prodelta.

Delta plain: The portion of a delta that is transitional between fluvial and delta front environments. It is a low-gradient area that contains distributary channels, and overbank regions that include vegetated swamps, marshes, and ponded areas. It also includes interdistributary bays.

Depositional dip: Corresponds to the maximum slope of a depositional surface, normal to depositional strike.

Depositional environment: The physical, chemical, and biological conditions in which sediment is deposited or precipitated.

Depositional episode: Introduced by D. Frazier (1974) working on Gulf Coast stratigraphy. They are basically cyclic repetitions of strata packages that begin with sedimentary facies deposited as a prograding succession, and end with transgression. Cf. Genetic sequence.

Depositional system: A 3-dimensional assemblage of genetically related environments (in modern systems), and lithofacies in ancient systems. As an example, modern and ancient deltas contain distributary channels, delta plains, crevasse splays, beaches, bars, and prodelta slopes. All these environments are spatially and environmentally distinct and yet they are dependent, one on the other. Together they form a delta depositional system.

Deserts: Regions that receive less than 250 mm of precipitation a year and are generally in continuous moisture deficit. Whatever life forms live in these environments have adapted to the harsh conditions. Most modern hot deserts are located between the Tropics of Cancer and Capricorn that are bathed by the trade winds. The main cold deserts are at the two poles. There are also mid-latitude deserts (Sonoran in USA, Tengger in China) a,d coastal deserts such as Atacama that commonly receives <1mm rain a year.

Desert varnish: A coating of clays, iron-manganese oxides and amorphous silica that produce black to reddish hues on the surface of bedrock and sediment particles that are exposed for long periods in arid desert environments. Coatings are only a few microns thick.

Desiccation: The drying of sediment during subaerial exposure. In muddy sediment, the process commonly results in shrinkage and formation of mud cracks, or desiccation cracks. Cf. synaeresis.

Dewatering: This is the process where interstitial fluids are ‘squeezed’ from sediment during compaction, as sedimentary grains become more closely packed. The process of dewatering increases fluid pressures and promotes fluid flow in aquifer-like deposits. Fluid escape my be diffuse, or focused through narrow pipes and sheets. It is an important stage of mechanical diagenesis, but it also contributes to chemical diagenesis by transferring dissolved mass from one part of the sedimentary column to another. Cf. liquefaction, fluidization, fluid escape structures

Diamictite: Although the term is commonly used to describe glacial deposits, it more generally refers to extremely poorly sorted deposits in which there has been negligible reworking, containing angular clasts ranging in size from clay to boulders.  In glacial depositional systems, they are they form from ablation of ice in lateral, terminal and medial moraines. Clast composition may be quite variable depending on changes in bedrock composition along the path of glacier flow.

Diapir: A buoyant, mobile body acting as a fluid that intrudes to shallower levels of the crust. Salt diapirs are common, but the process also occurs with mudstones and magmas. Positive buoyancy occurs when fluid forces acting on the body exceed the gravitational forces. Diapirism in salt produces many kinds of intrusive geometries, from dome-shaped, to laterally extensive walls, sheets, and salt-cored anticlines. During intrusion the stress on the surrounding strata is accommodated by faulting and folding. Salt diapirism results in salt withdrawal from stratiform evaporites at depth imposing a kind of supply and demand limit to the size and number of diapirs that might be generated from a particular evaporite unit. The increasing overburden load plays a critical role in initiating salt instability (buoyancy disparities) and diapir rise.

Dispersive pressure Pressures developed by clast collisions. Dispersive pressures are one of the main mechanisms that support non-turbulent sediment gravity flows such as dilute debris flows, and dilute pyroclastic density currents such as pyroclastic surges. They tend to be more important in flows where matrix viscosity and matrix strength are low or have been reduced by ingestion of fluid.

Distributary channel: Channel systems on a delta plain that represent the transition from fluvial to the delta front. Channels may be straight to sinuous, single or multiple. They commonly are contained by levees. Sediment within the channels tends to be sandy, and bedforms are typically those of other sandy fluvial channels. In marine delta systems, a tidal signal will extend some way upstream, depending on channel gradient and flow competence.

Distributary mouth bar: Sand-dominated subaqueous bars and platforms that form at the coastal outlets of distributary channels where there is an abrupt decrease in flow velocity.  The coarsest sediment will be deposited close to channel mouths (outlets), with finer-grained material moved farther offshore.

Diurnal tides  In areas where coastline shape and bathymetry interfere with the normal semidiurnal cycle, the tides become diurnal – one flood and one ebb tide in 24 hours.

Draa: The largest aeolian dune bedform that can be as high as 300 m and several kilometres long. They are usually compound structures consisting of smaller, amalgamated and superposed aeolian bedforms. Classic examples are found in the Sahara Desert. They are also found on Mars. Named after Draa Valley in Morocco.

Drowned valley: Drowning of coastal river valley systems during transgression results in a highly embayed coastline dotted with islands. Estuaries develop where the landward extent of transgression pushes tidal influences and the saline wedge up river channels. Here’s an example.

Ebb tide: The outgoing tide. Cf. flood tide

Ebb tidal delta: Delta-like platforms that accumulate at the seaward limit of tidal channels that drain harbours, bays and lagoons.  Strong ebb tidal currents carry sand from the embayment; sand is also derived from the adjacent beach, shoreface and shelf. The delta platform is modified by transverse waves. Part of the platform may be exposed at low tide. Cf. Flood tidal deltas.

Eelgrass: The common name for thin bladed seagrasses like Zostera and Posidonia.

Ekman spirals – Ekman veering: The Coriolis deflection in the uppermost ocean waters is about 45o. Friction between this layer and waters of lower velocity immediately beneath it results in the second layer being dragged in the same direction, although the deflection is less because of energy losses. This process is repeated for deeper waters to depths of about 100-200 m. The result is a kind of deflection spiral, called an Ekman spiral (also referred to as Ekman veering) – named after Vagn Walfrid Ekman (Sweden, 1902). The actual depth of Ekman veering depends on wind strength. The net effect is a deflection of current flow about 90o to the wind direction – veering to the right in the northern hemisphere and to the left in the southern hemisphere.

Elutriation: Removal of fine particles by the upward flow of fluid or gas, through the body of a pyroclastic density current or sediment gravity flow. Elutriation is responsible for the development of a buoyant plume above such flows.

Endolithic algae: Eukaryotic algae that live in micropores of skeletons and shelly material, and in pore throats of granular sediment. They are capable of dissolving calcium carbonate and promoting early diagenesis or weakening organic structures that leads to their fragmentation. They also play a role in micritisation of bioclasts. The term also applies to endolithic fungi and bacteria.

Endorheic lake:  A water body that has no surface outflow drainage, and is surrounded by drainage divides. In most cases inflow from surface runoff and groundwater discharge is balanced or exceeded by evaporation.

Ephemeral: An event that is short-lived, transitory, here one minute and gone the next. Such events may appear ephemeral because they have low preservation potential in the rock record. Sedimentological examples are flash floods, hurricanes (from a geological perspective), bedforms like antidunes or rain-drop impressions, student examinations.

Epifauna: Marine and non-marine benthic organisms that live on a substrate – the sediment-water interface, shells, aquatic plants, other organisms. They may be permanently attached (e.g., barnacles, forams, calcareous algae), or mobile (e.g., gastropods, many bivalves, forams, ostracods).

Epiflora: Marine and non-marine benthic plants that live on a substrate – the sediment-water interface, shells, aquatic plants, other organisms. Common examples include macroalgae, calcareous red and green algae.

Estuary: An inland arm of the sea that is linked to terrestrial drainage and is influenced by tides. In map view they are commonly funnel-shaped, broadest at their seaward margins. Estuaries are common in regions where a rise in relative sea level has drowned coastal valleys. Hence, they are part of, and merge into bays, harbours, and lagoons. They are commonly protected by barrier islands, spits, and bars. The influence of tides can extend 80-100 km inland although this does not mean the salt wedge extends that far. Saline and brackish conditions have a strong influence on biological activity. Tidal ranges vary from place to place; In the Bay of Fundy tides and tidal bores are as high as 14 m. They are common habitats for mangroves and salt marshes.

Euhaline Aquatic systems with salinity of 30.0-40 parts per thousand derived primarily from marine salts.

Euxinic conditions: Ocean waters that are depleted in dissolved oxygen (anoxic) and are sulphidic. The sulphide is primarily dissolved H2S. Euxinia can occur in highly stratified water bodies, such as lakes and enclosed seas where there may be an the anoxic layer occurs beneath shallower waters with varying amounts of dissolved oxygen. However, euxinia may also have occurred in larger oceanic water masses in the geological past.

Excess weight forces: A term introduced by Myrow and Southard (1996) for the density-enhanced mass of suspended sediment in the water column.  Thus, these forces tend to act downslope (seaward) and contribute to the distribution of sediment across a shelf or delta during storms.

Facies: Sedimentary facies are descriptions that encapsulate the essential physical, biological, and chemical attributes of rocks and sediments, at whatever scale an observer chooses (e.g. single beds, or groups of beds); facies reflect the conditions in which they formed. Amanz Gressly (1836) originally defined facies to reflect objective descriptions; this purpose is still regarded as important. However, modern usage commonly adds a genetic reference, such as tidal flat facies. Experience shows that many facies repeat through geological time. This is an important attribute because it provides us with a sound basis for interpreting sedimentary rocks and ancient environments. See Facies associations; Facies models.

Facies association: Sedimentary facies that occur together, forming associations that are repeated in time and place (e.g. different sedimentary basins). For example, facies that describe fluvial overbank deposits will be associated with facies that define fluvial channels, swamps, peat bogs, paleosols, and oxbow lakes. It is these associations that provide the real clues to interpreting paleoenvironments.

Facies models: Facies models are simplified descriptions of a complex sedimentary universe, a scaled-down version of a depositional systems like submarine fans, or high sinuosity fluvial channels. They contain facies and facies associations visualised in the context of a theoretical framework of processes. Models allow us to visualize and interpret our observations within an established framework – that framework may be mathematical, conceptual, or empirical. Models allow us to predict outcomes where direct observations or measurements are not possible.

Fairweather wave base: The maximum depth at which wave orbitals impinge the sea floor and sustain sediment movement, during normal fair weather. The actual depth is about half the wavelength. Cf. Storm wavebase.

Fall-line: The line where coastal plain deposits onlap rocky hinterlands, plateaus, and piedmonts. They are characterised by a change in relief and slope between the bedrock terrain and adjacent gently sloping coastal plains. The changes in relief are commonly presented as narrow bands of waterfalls and rapids along rivers that transect both geomorphic regions. An iconic example is located along the eastern United States seaboard, where a fall line exists between the Appalachian piedmont (west) and the Atlantic coastal plain, and extends about 1400 km along strike from New York to Georgia.

Fan delta: Fan deltas are like alluvial fans except they dip their toes in lakes and shallow seas. So, in addition to the alluvial component, there is subaqueous deposition down a relatively steep, angle-of-repose slope. Large, basinward-dipping foresets are a defining characteristic. They are generally coarse-grained. Fluvial distributary systems tend to be braided.

Fetch: The distance the wind travels over open water. A large fetch usually means larger, longer period waves. Fetch is an important consideration for studies of coastal wave dynamics.

Firn: Snow that is at least one season old and has undergone some compaction. It is much less dense than glacier ice, but more dense than névé. Firn transforms to glacier ice during subsequent burial.

Flood tidal delta: A delta-like platform that accumulates on the inward part of tidal channels at the entrance to harbours, bays and lagoons.  Strong flood tidal currents carry sand from the beach, shoreface, and shelf and channels that drain the embayment. Cf. Ebb tidal delta.

Flow regime: A useful model for deciphering the hydraulic conditions of deposition and bedforms for unidirectional flow, introduced by Harms and Fahnstock, 1965. The model partitions bedforms according to flow velocity and the configuration of surface waves. There are two fundamental types of flow:

  • Lower Flow Regime – at the lowest flows laminated sand, and with increasing velocity, a transition from ripples to larger dune bedforms. For the latter, the surface waves are out of phase with the bedforms.
  • Upper Flow regime – includes parallel laminated sand (the type that produces parting lineations), and at higher velocities, antidunes (where the surface waves, or standing waves are in-phase with the bedforms), and chute and pool. A hydraulic jump forms when Upper Flow weakens to Lower Flow regime.

Flow separation (granular): At high Re values the boundary layer detaches from the particle/grain surface at the point where the solid surface curves away from the direction of flow; the boundary layer is no longer attached on the downflow side of the particle. Incipient flow separation probably begins at Re values <500 and is fully developed where turbulence dominates.

Fluid drag force: Objects that move through a fluid experience opposing frictional forces that are caused primarily by fluid viscosity, and properties of the object such as size, shape, and surface roughness. Estimation of drag force magnitude is an important part of sediment transport modelling, for example estimating sedimentation rates in oceans, lakes, and volcanic eruption columns. An important solution to the drag force problem was developed by George Stokes (1851), now known as Stokes Law. Drag is also an important component of the forces that initiates and maintains movement of a grain as bedload or suspension load.

Fluid lift force: The force acting on a grain in a flowing fluid that provides a vertical component of lift. Lift forces develop because flow velocity across the grain boundary is lower than that higher above the bed – the velocity difference creates an upward directed pressure gradient. Lift forces can also develop in turbulent flow.

Fluidization: The process where sedimentary particles are suspended, or float in the interstitial fluid by the upward flow of fluid. In contrast, the fluid in a liquefied sediment is largely static. Fluidization in sediment may be caused by escaping, overpressured fluids (dewatering).

Framestone: A limestone composed of in situ frameworks build by organisms (i.e. not transported). Common examples include corals, stromatoporoids, and oysters. The matrix between framework components should be described separately.

This term was introduced by Embry and Klovan (1971) as a modification of Dunham’s (1962) limestone classification scheme; see review and modification by Lockier and Junaibi (2016).

Free stream flow: In sedimentology, the flow through a water column, between the granular or bed flow boundary and the water surface. Flow is characterised as laminar or turbulent.  Flow velocity is commonly quoted as an average over a certain depth.

Froude number: A dimensionless number that expresses the characteristics of flow, including surface waves and bedforms, as the ratio between gravitational forces and inertial forces:

                                                          Fr = V/√g.D

Where V is bulk flow velocity that reflects the dominant effect of gravity on surface flows, and the inertial component is √g.D where g is the gravitational constant, and D is water depth. The denominator represents the speed of a surface wave relative to the bulk flow velocity. Whether the surface wave is faster, slower or the same speed as the bulk flow will depend on its resistance to move, or its inertia.

Geostrophic flow: Generally considered for air or water flow that parallels lines or contours of  hydraulic pressure or air pressure (isobars), where there is a balance between Coriolis forces and pressure forces. In the oceans it is a product of Coriolis deflections and Ekman current veering.

Gilbert delta: Originally described by G. Gilbert for coarse-grained deltas that display a 3-fold architecture: horizontal to shallow dipping topset beds (analogous to a delta plain), foresets beds, and bottom set beds. They form where coarse bedload rivers empty into lakes and marine basins. They are included in the general category of fan deltas.

Glacial outwash: Deposits, usually coarse-grained, deposited downstream of glacier ice fronts by fluvial processes. Streams are commonly braided. Outwash streams may be linked to subglacial channels. Small outwash fans may also form where subglacial streams exit the ice. Outwash streams and fans may drain into or from lakes.

Glaciofluvial: A broad term that includes a variety of fluvial environments and processes associated with glaciers, ice caps and ice sheets. This includes subglacial and other ice contact deposits (such as eskers), as well as outwash streams originating at ice fronts. Most are coarse-grained.

Glaciolacustrine: Lakes that form from glacier or ice cap meltwaters, and receive glacial outwash sediment. Lakes may be located in antecedent drainage lows, or damming of outwash streams by ice or landslides. Coarse-grained deposits will form as beaches  or small deltas (e.g. Gilbert-type deltas). Mud carried by outwash streams will settle in the lower energy parts of lakes. Lake varves are a characteristic product of seasonal freeze-thaw.

Grain flow: Sediment gravity flows consisting mostly of sand, in which the primary mechanism of grain support are dispersive pressures generated by grain-to-grain collisions. Maintenance of grain flows requires relatively steep slopes compared with debris flows and turbidity currents.

Grainstone: The cousin to siliciclastic sandstones, where sand-sized carbonate particles (<2 mm) form a grain-supported framework, relatively free of or carbonate mud (micrite).Dunham’s (1962) limestone classification scheme reviewed and modified by Lockier and Junaibi (2016).

Gravel The unconsolidated equivalent of conglomerate, composed of varying proportions of pebbles, cobbles, and boulders.

Hemipelagic sediment: Very fine-grained siliciclastic sediment (clays, silt) that is deposited from suspension in the ocean water column; it may be mixed with pelagic sediment. Hemipelagite tends to accumulate in relatively deep-water slope, rise, and ocean basins remote from strong bottom currents.

Heterotroph: An organism that requires the assistance of other organisms to generate energy and food. In other words, they eat other heterotrophs and autotrophs. The group includes omnivores, herbivores, carnivores, and critters or plants that use decomposition processes. cf. autotroph.

Hjulström diagram: Filip Hjulström’s iconic, empirically derived graph of fluid flow velocity against grain size, that shows the domain where grain movement is initiated, and the domain where there velocities are not sufficient to move grains. The graph encompasses grain sizes from clay to cobble. Both variables in this graph are dimensional – cf. Shields the diagram where shear stress and Reynolds Number are non-dimensional.

Homopycnal flow: Homopycnal flows form when the density of riverine water masses that flow into a water body, is about the same as that of the receiving water body (i.e., the density contrast approaches zero). The momentum of the plume diminishes abruptly and most of the sediment accumulates in delta-like mouth bars, the adjacent delta slope, or Gilbert delta foresets.  Bedload movement beneath the plume can form various dune bedforms.

Hummocky cross stratification (HCS) On bedding they present as low amplitude mounds adjacent to dish-shaped depressions, or swales. Mounds  are approximately equidimensional to slightly asymmetric in map view.  Mound spacing ranges up to 5-6 m. In cross section they are found in sharp-based, fine- to medium-grained sandstone beds. In cross-section, hummocks are composed of sandstone laminae a few millimetres thick, shaped to conform to the mound (or swale) surfaces – i.e., the laminae are continuous from trough to apex, and again to trough. Cross laminae dips are generally less than 15°. They represent deposition between fairweather and storm wavebase. The popular hypothesis is that they form during combined oscillatory flow (generated by storm waves) and unidirectional, possibly turbidity current flow.

Hurricane: A tropical cyclone that has sustained wind speeds of 119 km/hr (74 miles/hr) and more. The term is reserved for northern hemisphere storms east of the International Dateline (Greenwich Meridian). Hurricane strength is categorized in the Saffir-Simpson Hurricane Wind Scale: 1 119-153 km/h, 2 154-177 km/h, 3 178-208 km/h, 4 209-251 km/h, 5 252 km/h or higher. cf. Typhoon.

Hydraulic jump: A region of turbulence and an increase in water depth that develops in channels when Froude supercritical  (Upper Flow Regime) conditions slow to subcritical conditions (tranquil, Lower Flow Regime).

Hydraulics: The study of fluids at rest or in motion, and for the latter the  conditions promoting flow in water, air, and sediment-water mixtures, and the processes of sediment movement and deposition. Involves consideration of flow velocity, turbulence, laminar flow, frictional drag, and shear stress. cf. Hydrodynamics.

Hydrodynamics: The study of fluids in motion and their interactions with solid particles – a more specific branch of hydraulics.

Hydroperiod: The duration of tidal flooding and inundation over a salt marsh – flooding only occurs during spring tides and storm surges.

Hydroplaning A term applied to sediment gravity flows and dilute pyroclastic density currents – where the head of these flows lifts above the substrate. Flume experiments show that a layer of water/fluid beneath the flow can reduce drag, such that the flow head rises and in doing so increases its velocity. If the velocity increases is sufficient, the head can detach (at least temporarily) from the main body of the flow. This mechanism offers one explanation for surging at the head of many flows.

Hyperconcentrated flow: Sediment laden flows that behave mechanically between two end-member flow types: normal stream flow with little or no suspended sediment load, and debris flows having high matrix content. Hyperconcentrated flows have no yield strength, like water, but do have a viscosity that depends on strain rate. Rheologically, they behave somewhere between a Newtonian fluid and a plastic (or hydroplastic). A typical example is a mud-laden river flood. https://www.geological-digressions.com/sedimentary-structures-alluvial-fans/

Hyperpycnal flow: A hyperpycnal flow develops when the density of a flood-derived fluvial plume is greater than that of the receiving lacustrine or marine water body. Sediment on the dense plume (freshwater plus sediment) will plunge towards the sea or lake bed forming a bottom-hugging, turbidity current.

Hyperpycnite: The deposit resulting from a hyperpycnal flow. A range of lithofacies and sedimentary structures have been proposed, ranging from normal graded turbidites, reverse then normal grading, or non-graded fine-sandstone beds, to full-blown Bouma or partial Bouma sequences and debris flows.

Hypersaline: Having salinity greater than seawater (>35 parts/1000). Modern hypersaline environments are most common between the tropics but are found in such diverse places as the Antarctic dry valleys. Plant and animal life require specialized adaptations to survive these conditions. Prolonged hypersalinity may result in evaporite deposits in lakes and seas.

Hypopycnal flow: A river generated flow that forms when plume density is less than the lake or sea; the plume is buoyant and will tend to disperse across the top of the water body. Coarsest sediment will fall rapidly out of suspension close to the river mouth forming mouth bars, and finer-grained sediment progressively farther from shore – the latter will form laminated hemipelagites or prodelta deposits. Hypopycnal plumes can extend several 10s of kilometres from their river mouths. They can also be deflected by wind and tide currents.

Ichnology: The study of trace fossils, the behaviour of the critters that made them, the environment they lived, fed, escaped, and traveled in, and their relationship with other sedimentary facies  and stratigraphic surfaces. See Lebenspurren.

Ignitive turbidity current: Refers to sediment gravity flows, principally turbidity currents, that form from pre-existing deposits, and are triggered by processes such as slope failure, seismicity, and canyon-margin collapse, or transform from debris flows. Ignition in this sense means flow acceleration and entrainment of sediment that produces what G.Parker (1982) referred to as a “self-sustaining turbidity current.

Incised channel: A geomorphic term normally applied to channels that have been deepened by relatively rapid changes in base-level (rapid sea level fall, tectonic uplift), such that the original channel shape is preserved (e.g., incised meandering fluvial channel). The term applies to fully fluvial and to estuarine channels.

Inertia: Inertia is generally defined as a force that resists the change in motion of a body; here motion refers to a vector that describes velocity and direction, and ‘body’ refers to anything composed of matter, including a body of fluid. Inertia was codified by Newton in his Laws of Motion – in the 1st Law as the Law of Inertia, and in the 3rd, as the Action-Reaction  law. Inertial forces are central to the quantification of fluid mechanics expressed in Froude and Reynolds numbers.

Infauna: Marine and non-marine benthic organisms that live or feed within sediment, usually the upper few centimetres below the sediment-water interface. Common examples include molluscs and crustaceans. Infaunal activity produces bioturbation.

Intertidal: Literally means between tides. It is the region above mean low tide, and below mean high tide. Its morphology is that of a beach, tidal flat, and tidal or estuarine channel. Seaward is the subtidal zone (rarely exposed) that includes the shoreface; also called the littoral zone. Landward is the supratidal zone.

Isobar: Contour lines connecting points of equal air pressure. If wind flow is geostrophic then the air mass flows parallel to the isobars.

Isopach: A contour that delineates a sedimentary, volcanic or volcaniclastic unit thickness, either as a single bed or succession of beds. Unit thickness is measured directly in the field, from core or borehole logs (gamma and SP logs are commonly used to do this), or from seismic reflection traces. Isopachs are used to map thickness trends.

Isotropic HCS: Applies to hummocky cross-stratification where the geometry and dip of laminae are the same for profiles viewed at different orientations of the same hummock. Cf. non-isotropic HCS.

Jacob’s Staff: A measuring stick with an inclinometer at one end, that is used to measure directly true stratigraphic thickness in dipping beds. Use as a surveying instrument dates to Medieval times.

Jet flow (river mouth): Turbulent riverine flow that extends as a relatively narrow band beyond the river mouth into a receiving water body. The initial dimensions of the jet will be those of the channel. The distance the jet will flow depends on the density contrast between the river water and receiving basin water (including the suspended sediment load), and wind, wave and current conditions offshore. River jets are the primary mechanism for generation of hypopycnal, homopycnal, and hyperpycnal flows.

Jökulhaup: (also Jökulhlaup) An outburst from a glacial lake, commonly caused by failure of natural ice dams, but can also occur during rapid ice and snow melting during volcanic eruption, including subglacial eruptions. They can have catastrophic consequences. Water flows during an outburst are capable of carrying large blocks of rock and ice. From Icelandic jökull meaning glacier, and‎ hlaup meaning flood.

Lagoon: A shallow bay protected from ocean swells, and to some extent storms, by barrier islands, spits, and bars. Extensive tidal flats commonly border the landward margins of lagoons, crossed by estuaries and small tidal channels. In tropical and temperate climates, mangrove swamps provide breeding grounds for all manner of critters. There is regular tidal exchange of ocean seawater through large channels; delta platforms at the inner or seaward channel exits are called flood- and ebb-tidal deltas respectively. There is a continuous exchange of sediment (mostly sand) between the lagoon, barrier and coastal dunes, and the open sea shelf.

Laminar flow: Defined and quantified by Osbourne Reynolds, laminar flow is described conceptually as flow lines that are parallel, or approximately so, and relatively straight. The flow velocity will be the same across each flow line. Expressed in terms of Reynolds numbers (Re), it is the flow condition when Re < 2000. The transition to turbulent flow is usually abrupt.

Lateral moraine: The accumulation of rocky debris at the surface of glacier margins, derived by scraping and erosion of adjacent bedrock valley walls. They form as parallel ridges in the ablation zone of glacier margins. As deposits they are characteristically a very poorly sorted mix of rock flour to boulder size, angular clasts.

Levee: Natural levees are linear, mound-like deposits that accumulate along the banks of many fluvial, delta distributary, tidal, and submarine channels; they act as a partition between an active channel and adjacent floodplain. Deposition occurs during channel flooding. If levee accretion is significant it may prevent regular flood plain inundation. Rippled and laminated fine-grained sand tend to be deposited during rising flood stages, and silt-mud veneers during waning flow stages. In some cases, vegetation will stabilize the levee, and dampen overbank flow to the floodplain. Levees that rim submarine channels accumulate during the passage of turbidity currents. See crevasse splay.

Liquefaction:  If water-saturated sediment is disturbed, for example by earthquake ground shaking, the grains begin to separate until they are ‘floating’ in the interstitial water.  At this point, the fluid now consists not only of water but also the floating grains and a consequence of this is that fluid pressures increase.  The sand is now liquefied. It no longer has shear strength and cannot support surface loads. Eventually the grains will settle and at this point the excess water will escape to the surface. Cf. dewatering, fluidization, sand volcanoes.

Littoral zone: The nearshore region of marine and lacustrine environments. In the marine setting it extends from high tide to shallow offshore depths. The term is used primarily to designate ecological environments for diverse marine organisms.

Littoral drift: Synonymous with longshore drift.

Longshore drift: Drift of water masses, sediment, and swimmers occurs when waves approach a beach at an angle. Here, water moving up the beach (wave swash) returns farther along the beach. Longshore drift (or along shore drift) is an important coastal process that contributes to coastline straightening by sand bars, and to the formation of sand spits and barrier islands. See undertow, rip currents.

Mangrove: Flowering shrubs and small trees that are salt tolerant, living on sandy and muddy tidal flats and salt marshes. Most common between the subtropics but do extend beyond these latitudinal limits. They deal with salt uptake by excreting it from their leaves. They have complex root systems that help stability under conditions of shifting sediment and tides. Mangroves provide important habitats and breeding  grounds, and also help protect coasts from storm wave surges and erosion. See also paralic, marsh.

Marsh: A wetland dominated by herbaceous plants, that is transitional between a lake or sea and terrestrial environments. In paralic settings they form salt marshes that are inundated during spring tides and contain plant species that have adapted to saline conditions, such as the succulent Salicornia. Fresh and salt water marshes are important habitats and breeding grounds for many vertebrate and invertebrate species. Cf. Swamp

Meandering channel: One of the fundamental fluvial channel types, also known as high sinuosity channels. They are generally single channels organised as sinuous loops. Channel thalweg is constantly on the move such that meanders migrate laterally and downstream. Abandoned meanders may be preserved as ox-bow lakes. Deposition takes place in three main settings: the main channel, point bars, and flood plain (that includes swamps, lakes, and vegetated areas).

Meromict: A stratified lake or enclosed sea where the layers do not mix. Bottom water layers may become anoxic as dissolved oxygen is used up by organisms. In saline waters it applies to salt crystals that precipitate within saturated layers and then sink to the bottom.

Mesosaline: Waters with salinity of 5 to 18 ppt derived from land-derived salts.

Mixohaline Water with salinity of 0.5 to 30 ppt. derived from ocean salts.

Molar Tooth structure: Crumpled to sinuous, occasionally cross-cutting, vein-like structures in calcareous to dolomitic mud rocks; in places they superficially resemble deformed burrows. Typically, a few millimetres wide, and extending 20-30 cm from bedding; they are filled with micritic calcite or dolomite. Their name is derived from the bedding plane expression where they appear like elephant molar teeth. Most common in shallow water Precambrian carbonate and siliciclastic rocks. They have been ascribed to desiccation, syneresis, and fossil algae, but the most convincing explanation is that they were seismically induced fractures during shallow burial (B. Pratt, 1998 – PDF, link above).

MTD (Mass Transport Deposits): MTD is the acronym given to soft sediment slumps, slides and debris flows, mostly generated on relatively high angle slopes between the shelf or platform margin, and deep-water settings at the base-of-slope and beyond. The term is generally reserved for sediment packages at or close to the sea floor, that move and deform en masse under the influence of gravity, commonly in multiple events.

Mud: A mix of silt- and clay-sized particles. On the Wentworth scale it includes all sizes smaller than 0.0625 mm, or 4 phi. Grain size analysis of unconsolidated mud samples is usually by pipette, or Laser Size Analyser.

Mud cracks: See Desiccation cracks.

Mud volcano: Small cone-shaped buildups associated with erupting mud, ranging from about a metre to 10s of metres high. Eruptions may be quiet where mud flows, slithers and slides down slope, or more violent, reminiscent of lava fire fountains, shooting mud 10s of metres into the air (or water). If methane is present in the mud, the eruptions can ignite. They form on land and on the sea floor.

Neap tide: The lowest tides during a full tidal cycle, occurring when the Sun and Moon are at right angles to each other. They occur 7 days after a spring tide.

Negative buoyancy: The condition where upward-directed buoyancy forces on an object suspended in a fluid, are less than gravity forces such that the object falls.

Newtonian fluid: A rheological class wherein a fluid has no yield strength (cf. plastics), and deforms continuously (strain) with increasing stress, independent of viscosity. Water is the best known example. cf. Plastic, hydroplastic rheology

Ocean gyres: Large scale (100s to 1000s of kilometres wide) ocean circulation cells driven primarily by wind, but strongly influenced by Coriolis deflections and geostrophic flow. There are 5 main gyres in our modern oceans: North and South Pacific and Atlantic gyres, and the Indian Ocean Gyre. There are also several smaller-scale circulation cells.

Oscillatory flow: Flow created by gravity wave orbitals; flow is successively offshore-onshore. This kind of flow influences sediment distribution and bedforms on the shoreface (above fairweather wave-base), and is also involved in formation of tempestites during storms, where it can combine with either offshore directed unidirectional currents or shore-parallel geostrophic  currents, particularly in the formation of hummocky cross-stratification.

Overbank deposits: This applies to channels that, during flood stage, spill water and sediment over the adjacent bank or floodplain in the case of fluvial and delta distributary channels, or the submarine fan lobe adjacent to submarine channels. They tend to be fine-grained. In terrestrial environments the overbank deposits may bury floodplain vegetation and soils.

Paleocurrent: The direction of flow and sediment transport in ancient environments can be estimated from directional sedimentary structures such as crossbeds and sole marks, and from mapped facies changes such as grain size trends. The strength of paleocurrents can also be approximated by the size of bedform, and the size or density of clasts. Paleocurrent analysis is basically an exercise in statistics where flow directions are expressed as means.

Paleoslope: An ancient depositional surface that has a dip referenced to established datums such as ancient shorelines or shelf-platform margins, and in terrestrial settings the regional drainage patterns.

Paleosol: The general name for all manner of paleo-soils. Their identification in the rock record adds considerable value to assessment of subaerial exposure, unconformities, and paleoclimates.

Palimpsest deposits Deposits formed under one set of environmental conditions and processes, and overprinted to varying degrees by a new set of processes under different environmental conditions. Modern continental shelves are known to contain such deposits, where, for example, fluvial sands deposited during low sea level are stranded during the subsequent rise in sea level and partly or completely reworked into shelf sand bars. Recognition of palimpsest deposits requires that some of the original lithofacies are preserved.

Palustrine: The most common type of non-tidal wetland, where water is sourced from rain, surface runoff, or groundwater, and not directly associated with lakes, rivers, or marine and tidal influences. Palustrine environments may have low marine-derived salt content (<0.5 ppt)  but remain non-tidal.

Panne: Shallow ponds on salt marsh platforms. They are usually recharged by saline water during spring tides, but the pond salinity can vary because of precipitation.

Paralic: Coastal environments (and their deposits) that are characterised by interfingering shallow marine and non-marine conditions. It includes deltas (delta plains, interdistributary bays, and channels), lagoons, and estuaries. Paralic systems are susceptible to even minor changes in sea level and sediment supply, recorded for example as shoreline trajectories. They are stratigraphically important because they record the transition from fully marine to terrestrial.

Patterned ground: Characteristic surface structures in seriously cold, periglacial regions, particularly tundra and other regions underlain by permafrost. The patterns include symmetrical polygons, stripes and circles that have diameters generally <10-15 m, although some patterns are >100 m. Collectively, the patterns may covers many square kilometres. Their formation is related to cryogenic processes such as freeze-thaw expansion and contraction, frost heave, and ice wedging. They have also been observed on Mars.

Periglacial environments: Cold environments associated with glaciers and ice sheets, that are subject to seasonal freeze and thaw. Some periglacial regions are underlain by permafrost. Most contain some kind of vegetation and organic soil cover, that is modulated by perennial snow cover. Common landforms include patterned ground, ice wedges, melt-water ponds, fluvial channels of varying sinuosity, small fan deltas or Gilbert deltas, and thermokarst.

Permafrost: Ground that remains frozen for at least 2 years. It consists of soil, sediment, and fractured bedrock bound by ice. It may also include methane clathrates, and significant volumes of dispersed organic carbon. Shallow melting of permafrost produces thermokarst.

Photosynthesis: A process that converts sunlight energy to chemical energy in plants, cyanobacteria, and algae. One of the chemical products is molecular oxygen(O2), that in plants is formed from carbon dioxide reacting with water in plant cells to produce sugars and oxygen. It is generally understood that most of Earth’s free oxygen was produced during the Precambrian by cyanobacterial stromatolites.

Photic zone: The uppermost layer of the oceans and lakes where light penetrates; the base of the zone is at about 1% of incident sunlight. On average it is about 200 m deep. It is the layer where more than 95% of photosynthesis by marine organisms takes place.

Plane bed: Refers to hydraulic conditions where parallel laminations form; it is an important component of the Flow Regime hydraulic model. There are two plane bed conditions: (1) Where velocity flow in the Lower Flow Regime (LFR) is sufficient to move sand grains, but not sufficient to form ripples. (2) Under Upper Flow Regime (UFR) conditions, where flow washes out LFR dune bedforms to form parallel laminated sand; under these conditions plane bed indicates the transition from LFR to UFR.

Planktic: Used as an adjective to describe a diverse group of single and multi-celled organisms (plankton) that live within a water mass. Thus, planktic foraminifera are one of two major groups – the other being benthic foraminifera. It has been argued that this is the correct derivation from an original Greek word, rather than the commonly used alternative Planktonic.

Plastic (rheology): A material or fluid behaves plastically if it has the strength to resist deformation up to its yield strength, beyond which it deforms continuously as stress is applied, independent of viscosity. The mode of deformation is also called ductile flow.

Platform evaporites :  Marine evaporites dominated by gypsum and halite, generally a few 10s of m thick, that accumulate on shallow platforms isolated from fresh seawater and groundwater influx, and where evaporation exceeds new water input. Commonly interfinger with shallow water siliciclastic and carbonate facies and their associated faunas and floras, including shoreface and sabkha facies. Cf. basin-wide evaporites

Playa lake: From the Spanish word for ‘beach’, its meaning has morphed to a dry lake, usually floored by evaporitic minerals, that intermittently becomes flooded. Cf. Salina.

Plume (river): A water mass that enters a receiving basin (lake or sea) at a river mouth, and is distinguished by its suspended sediment or chemical load. Sediment plumes commonly develop during river flood events associated with storms, spring thaw, natural and artificial dam collapses. The margins of sediment plumes are initially well defined, but gradually become diffuse as mixing and dilution occur.

Plunge line (sediment plumes): For river-derived sediments that are more dense than the receiving water body, this corresponds to the region where sediment begins to settle, or plunge from the plume toward the sea or lake bed. This is one mechanism for the generation of hyperpycnal flows.

Pocket beaches Pocket beaches are common along rocky coasts, between closely spaced headlands and rocky promontories. Beach sediments are commonly gravel or a mix of gravel and sand. They tend to be high energy beaches.

Point bar: An accumulation of sand and mud on the inside, or accretionary margin of a channel bend. They are a characteristic bedform in high sinuosity rivers and in many estuaries. Internally they are organised into continuous or discontinuous, channel-dipping foresets of sand and mud; sand is more dominant near the channel, mud, silt and carbonaceous material on the upper surface where there is also a transition to the adjacent flood plain. Each foreset contains laminated and crossbedded sandstone. Foresets may also contain discordances from local erosion. A stratigraphic column drawn from the channel, through the point bar to flood plain presents a classic fining upward facies succession.

Preservation potential: A nebulous expression that is generally used to express the relative potential for preservation of sedimentary structures and fossils. Thus, the soft part of an animal has very low potential because it degrades rapidly or is consumed by other critters; the shelly exoskeletons, shells, test, and internal skeletons have significantly higher potential. Likewise, plant leaves, flowers, fruits and seeds have relatively low potential – although pollen, because of its composition, are commonly well preserved.

Prodelta: Develops basinward of the steeper gradient delta front, as gently dipping stratal units that eventually merge with the basin floor. The prodelta is below wave base. It derives its mainly muddy-silty sediment from the distal limits of turbidity currents, from suspension, and from hypopycnal flows of mud.

Progradation: The basinward accretion of sediment when sediment supply keeps pace with or exceeds the generation of accommodation, either at the beginning or end of sea level rise. In a sequence stratigraphic context, it occurs during normal regression. The shoreline trajectory is approximately horizontal.

Radian: An angular measure commonly used in mathematical expressions involving rotation and moving bodies, for example angular velocity. 2π radians is equivalent to 360o.

Reworking: The condition where sediment is frequently moved by air or water currents and waves (e.g. channel beds, beaches, the shoreface, sand dunes). Reworking commonly improves the degree of grain size sorting by winnowing that separates lighter from heavier sediment fractions. Under some conditions of deposition, such as sediment gravity flows (e.g. turbidity currents) there is little opportunity for reworking of entrained sediment.

Reynolds number: Derived by Osbourne Reynolds in the mid 19th century, to describe the transition from laminar to turbulent flow. Reynold’s number Re expresses the ratio of inertial (resistance) forces to viscous (resistance) forces:

                                                                  Re = ρVD/μ

with fluid density = ρ, fluid viscosity μ, mean velocity of flow V, that reflects shear rate and inertia forces, and Tube diameter D that influences the degree of turbulence. Re is dimensionless.

Rhizome: Fibrous or woody plant structures that grow within a soil, from which stems, leaves, and roots extend. In plants such as seagrasses they can develop dense mats just below the sediment-water interface. They are one of the main mechanisms for expansion of plant growth.

Rip currents: Rip currents are flows a few 10s of metres wide that move rapidly offshore; current speeds of 4m/second have been recorded. They form when seawater that has moved up a beach reverses its flow, focused into narrow channels by sand bars and holes. The currents are powerful because so much water is being focused through a relatively narrow gap. Rips can appear suddenly on any beach where there is appreciable wave activity.

Riparian zone: The area of land in immediate contact with a river, lake or tidal zone. It is commonly considered to be a buffer zone that is reflected in the type of vegetation, such as marsh or wetland, meadows or forests, as well as a zone of protection and management. or example a well-developed riparian vegetation and soil will help trap and sequester land-derived nutrients and sediment.

River-dominated delta: Deltas where fluvial processes tend to overcome opposing coastal processes such as waves, tides, or long-shore currents. They tend to be strongly lobate – the classic modern example is the Mississippi birds-foot delta, with relatively small number of major distributary channels. Sediment is dominated by silt and mud. the entrance of sediment laden river flow into a lake of sea is dominated by the relative differences in buoyancy of the river plume – more dense coarser-grained flows across the substrate (hyperpycnal flow), less dense as a muddy plume in the upper part of the water column (hypopycnal), and more general mixing with waters of equal density (homopycnal).

Sabkha:  Broad, flat areas of evaporitic sand-mud flats that form in arid to semi-arid climates. Modern coastal sabkhas are part of the intertidal realm, occupying the supratidal zone that is infrequently flooded by seawater by very high tides and storm surges. Sabkhas can also occur in interdune areas where the local watertable is close or at the surface. Common mineralogy includes gypsum, anhydrite and halite. Precipitation of evaporites takes place at the surface and within the shallow sediment column. Sabkhas also have specialised invertebrate faunas, and microbial communities that form extensive, desiccated mats.

Salina: A salt-water pond, spring or lake, either natural or artificial. From the Spanish for salt pit, and earlier Latin salinus meaning saline. Cf. Playa Lake.

Saline intrusion: See seawater intrusion.

Saline lake:  A terrestrial water body where evaporation exceeds surface freshwater influx and fresh groundwater seepage. Recharge may be seasonal and intermittent. Intense evaporation results in precipitation of salts, commonly halite and gypsum. Lakes may be connected to inflowing and outflowing drainage, or they may be endorheic. See also Playa Lake

Saline lake brines:  Unlike seawater, terrestrial brines have widely variable compositions, depending on local soil and bedrock compositions, groundwater chemistry, and the degree of evaporitic drawdown. Typical brines contain Na+, Ca2+, Mg2+, Cl, SO42-, HCO3, CO32-, and SiO2, but concentrations are highly variable. pH ranges from highly alkaline to highly acidic. Evaporation pathways produce a succession of different minerals. See also calcite-gypsum divides.

Saline wedge: Saltwater wedge. The relatively dense seawater layer that extends upstream and beneath the freshwater layer in tidal channels, particularly estuarine channels. There can be varying degrees of salt-freshwater mixing at the interface depending on the severity of turbulence created by tidal stress and channel morphology.

Salt marsh: A marsh dominated by salt-tolerant herbaceous plants and microbial mats in upper intertidal to supratidal areas, usually flooded during spring tides and storm surges. They are important habitats for invertebrates and vertebrates. Drainage is principally by shallow tidal creeks. Sediment is commonly a mix of fine sand and mud. A degree of sediment desiccation may occur during prolonged dry periods. See also sabkha, tidal flats.

Saltation loadGrains that temporarily leave the sediment-water-air interface, for example by bouncing along the surface under high flow velocities, but where fluid forces are not sufficient to maintain suspension. The saltation load is part of the bedload. See also Traction carpet.

Sandspit: An emergent sand bar at the entrance to a bay or estuary. At one end the spit is attached to headlands; at the other an open tidal channel that allows seawater exchange between the bay and open sea. Larger spits may also have a veneer of sand dunes. Cf. Barrier island; Tombolo.

Seagrass: Seagrasses are monocotyledons, the group of angiosperms that evolved a tolerance to saline conditions from their Late Cretaceous terrestrial ancestors. They inhabit low to moderate energy, intertidal and shallow subtidal environments, and develop extensive root systems, produce flowers, and are pollinated while submerged.  They are one of the most productive marine ecosystems, act as nurseries and habitats to many infaunal-epifaunal invertebrate and vertebrate species and dampen waves and tidal currents. Seagrass communities frequently coexist with mangrove forests, salt marshes, and coral reefs.

Sea stack Coastal landforms where stacks of bedrock, commonly shaped as columns or blocks that extend above sea level, have been isolated from an adjacent bedrock landmass by wave erosion and weathering processes such as salt expansion, precipitation, and wind. They are common on rocky, cliffed coasts.

Seawater intrusion: (saline intrusion) A term used in hydrogeology to indicate the replacement of fresh groundwater by an intruding wedge or lens of seawater. This commonly occurs in coastal aquifers where excessive fresh groundwater withdrawal results in a fall in the local watertable, and a corresponding rise in the fresh water/seawater interface by 40 times the amount the watertable has fallen. Sea water intrusion is, for practical purposes, irreversible. See Ghyben-Herzberg principle. Not to be confused with saline wedge.

Second cycle sediment Sediment of any grain size derived from older sedimentary rocks. ‘Cycle’ in this context refers to the inferred history of the older rocks, that began life as loose sediment, were buried, lithified, uplifted and eroded, providing sediment for a new geological cycle. These determinations usually require detailed analysis of grain provenance, composition, texture, and degree of alteration. Zircon age and crystal-zone systematics play an important part in modern provenance analyses. Second cycle sediment usually contains high proportion of stable minerals, such as quartz.

Sediment gravity flow: Sediment-water mixtures that flow downslope under the influence of gravity. Each flow is a single event. In marine and lacustrine environments such flows include grain flows, turbidity currents  and debris flows.   They are the main depositional components of submarine fans. Each flow type has a distinctive rheology. Each leaves a characteristic sedimentologic signature depending on the degree of turbulence within the body of the flow, the amount of mud in the sediment mix, and whether the flow is supported by matrix strength, turbulence, or shear. Flows may be initiated by seismic events, gravitational instability of sediment, or storm surges. The terrestrial equivalents include mud flows and lahars.

Seismite: Deformation of soft or firm sediment during seismic events (commonly earthquakes). Soft sediment deformation occurs during liquefaction, fluidization, and mobilization of single beds or thick sediment packages, producing folding, normal and reverse-thrust faults, dewatering and flow structures. Spectacular examples crop out along the margins of Dead Sea.

Semidiurnal tides: Two tides every 24 hours. Diurnal tides (one every 24 hours) occur in areas where coastline shape and bathymetry interfere with the normal semidiurnal cycle.

Settling velocity (Terminal velocity): Under the influence of gravity the settling velocity of an object (commonly written as Ws) is the point where the submerged weight of the object equals the fluid drag force on that object. At this point, the fall velocity is constant. From Stokes Law, Ws can be calculated from   Ws = 1/18. (γ D2/ μ)   where γ is the submerged weight per unit volume calculated from the expression γ = s – ρw)g where ρ is the density of the solid grains and water respectively. D is grain diameter.

Shallow water waves: Waves whose orbitals interact with the sea or lake floor at the point where water depth is about half the wavelength. Open ocean deep water waves eventually become shallow water waves as they approach the shoreline. Here, some of their energy is transferred to the sea floor, and to conserve momentum the waves slow down but increase in amplitude. Tsunamis are considered to be shallow water waves because their wavelengths are measured in 10s to 100s of kilometres.

Sheetfloods: Intermittent sheet-like flow during flood events, that is not confined to a channel by spreads laterally. They develop mostly on alluvial fans. Depending on their competence, they carry mud, sand, and gravel. Deposits may show crude grain size grading and ripples. Flow in some sheetfloods is hyperconcentrated.

Shields diagram: A plot of the Shields parameter against the grain Reynolds Number that defines two fundamental domains – that where grain movement is initiated (creating bedload  or suspension load conditions), and that were there is no grain movement. Both variables are dimensionless.

Shields parameter: The Shields Parameter Θ is an empirical function that is used to calculate the shear stress required to initiate grain movement along a sediment bed. It is written as: Θ = τc.D2/(ρs – ρw)gD3 where τc = critical stress at the grain boundary; D = mean grain diameter, and ρ the density of the solid grains and water respectively. The value s – ρw)g is the submerged specific weight of a grain. The numerator τc.D2 is proportional to the fluid force acting on a grain; the denominators – ρw)gD3 is proportional to the weight of the grains. Θ is dimensionless. Θ is the independent variable in the Shields diagram, plotted against the grain Reynolds Number.

Shoreface: The shallow marine environment extending from the low tide zone to fairweather wave base. The sea floor in this region is constantly impinged by wave orbitals. Bedforms of various sizes will form, depending on wave energy and tidal currents. Benthic flora and fauna have adapted to conditions of constant water motion and movement of sediment.

Shoreline: The boundary between land and a body of water. It is a more specific term than coastline – it is usually taken as the line at the top of the wave-washed shore (beach).

Sieve diameter: The minimum diameter of a grain that will pass through a particular sieve mesh size. The measurement is used for grain size analyses of unconsolidated or disaggregated sands and gravels.

Sinkhole: Also called Dolines, are collapse structures formed by removal of subsurface rock, either by erosion of dissolution within the vadose and saturated (phreatic) zones, are typical of limestone terrains; they can also occur in landscapes underlain by evaporites. They tend to be circular in cross-section. Collapse usually occurs rapidly into large, subsurface caverns. They are common in karst landscapes.

Sinuosity (fluvial geomorphology): The ratio of river length (along its axis, or thalweg) between two locations, divided by the straight-line distance between the same locations. Meandering rivers have high sinuosity – >1.5 (all those loops); braided rivers (with multiple channels) have low sinuosity (<1.1). Straight channels have a sinuosity of one.

Slack-water: The brief period between high and low tide reversals when tidal height or depth neither increases or decreases and when tidal currents flow ceases (there may still be water movement from waves). On tidal curves (height/time) this corresponds to the curve peaks and troughs.

Spring tides: The highest tides during a full tidal cycle, occurring when the Sun and Moon are aligned (the Moon can be in full or new phase).

Stationary waves: Also called standing waves. Surface waves formed during the transition from subcritical to supercritical flow. They are the surface manifestation of, and are in-phase with antidune bedforms on the channel floor; the waves migrate upstream in concert with the deposition of backset laminae on the stoss slopes of antidunes. Stationary waves that break (upstream) have become unstable. Unstable wave eventually decay and surge downstream.

Stokes Law: George Stokes determined the mathematical solution to the problem of fluid drag forces acting on a particle that is settling through a viscous fluid (published 1851). Thus Fluid drag Fd

Fd = 6πμVR where

μ is viscosity, V is mean velocity, and R is particle radius (the equation is often written as             Fd = 3πμVD where D is particle diameter).
Stokes Law applies under conditions of laminar flow and Reynolds Numbers <1.  Stokes Law enables the derivation of an equation expressing settling velocities – this has important implications for sedimentology, aerodynamics, volcanology, and other problems involving fluid flow.

Storm berm/ridge Low amplitude mounds, a few centimetres to decimetres high that have gently rounded surfaces on the seaward margin but may be steeper landward. They form when storm waves move gravel from the shallow shoreface to the beach and beyond the high or spring tide limit.

Storm-flood-dominated delta: a category of delta proposed by Lin and Bhattacharya (2021) where prodelta, delta front lobes, and to a lesser extent distributary channels are profoundly influenced by storms and hyperpycnal floods, and contain a significant proportion of tempestites in their stratigraphic record.

Storm surge: The landward surge of water caused by increased sea levels during storm coastal setup. The magnitude of the surge depends on storm duration, wind direction and strength, wave fetch, and the amplifying effects of coastal geomorphology. Storm surges can be very destructive.

Storm tide: A storm tide is a landward surge that coincides with high tides, particularly spring tides, such that the sea level elevation is greater than from the coastal setup alone.

Storm wave base: The maximum depth at which storm-generated waves impinge the sea floor and are capable of moving sediment. Storm wave base is deeper than fairweather wave base.

Strandline: A more-or-less linear platform containing remnants of ancient beaches above an active high tide level (e.g., berms, storm ridges).

Strandplain:  Also called chenier plains. A belt of sand along and above the active shoreline that contains roughly parallel sand or gravel ridges that represent former shorelines. Strandplains are attached landward; there are no lagoons or embayments (cf. barrier islands and sandspits). They commonly develop at river mouths where there is sufficient sediment supply to promote progradation of the shoreline. Each sand ridge can be interpreted as a step in the relatively flat shoreline trajectory.

Subcritical flow: Defined by Froude as the conditions in surface flows where inertial forces dominate and Fr<1.  It corresponds to lower flow regime bedforms such as ripples and larger dune structures, that usually are out of phase with surface waves. Also called tranquil flow.  cf. antidunes, supercritical flow.

Submarine canyon: Like their terrestrial counterparts, they are narrow, deep, steep sided valleys that extend from a continental shelf or platform to the slope, terminating near the base of slope or rise, where they merge with submarine channels. Their location may be structurally controlled, initiated by paleodrainage, or focusing of sediment gravity flow during low sea levels. They are important conduits for sediment delivery to submarine fans. Canyon wall collapse may produce significant tsunamis. Canyon heads may approach within a few 100 m of shorelines (e.g. Monterey Canyon, California, Hikurangi Canyon, New Zealand).

Submarine fan:  Fan-shaped depositional systems that accumulate at the base of slope, continental rise and adjacent basin floor. Sediment is usually fed via a large submarine channel or canyon that may bifurcate into multiple channels down gradient. The channels feed sediment to lobes that prograde basinward; lobes may be inactive for a period. Deposition is dominated by sediment gravity flows – turbidity currents, debris flows.   Mass transport deposits (slumps, slides) are common in some fan systems.

Submarine gullies: Like their terrestrial counterparts, gullies are steep sided depressions that form where there is an abrupt change in slope, typically at the marine shelf-slope break. They can form by erosion via some pre-existing depression, or by slope failure. Gullies become the focus for transfer of sediment from the shelf-platform to the deeper basin via submarine channels and channel complexes.

Submerged specific weight: The weight of a solid in a fluid is less than its weight in a vacuum because of buoyancy forces. In water this is calculated as  s – ρw)g where ρ is the density of the solid and water respectively, and g is the gravity constant. See also Stokes Law.

Subtidal zone: A nebulous term for the sea floor below mean low tide. It includes the shoreface and the littoral zone.

Supercritical flow: Defined by Froude as the conditions in surface flows when  gravitational forces dominate (over inertial forces) and the Froude number Fr > 1. The corresponding stream flow surface conditions manifest as an acceleration of flow such that stationary waves (critical flow) break upstream forming chutes. This corresponds to upper flow regime conditions. cf. subcritical flow.

Supratidal zone: The region above spring tides that is inundated only sporadically by storm surges. On low relief coasts it can be an extensive flat, including salt marsh, or sabkhas in arid climates. On high relief, rocky coasts it refers to the splash zone that is rarely inundated by tides.

Suspension load:  The part of the sediment load held in suspension in water or air by turbulence and buoyancy. See bedload also Stokes Law

Swaley cross bedding Formed in conjunction with hummocky cross stratification. They occur as low relief depressions, where infilling laminae are continuous from crest to crest, and dip less than 15°. They also occur in beds lacking HCS and may represent preservation above fairweather wavebase (HCS are usually found below fairweather wavebase). A possible reason for this is that the swales are negative features on the sea floor that can avoid truncation and reworking by fairweather waves. HCS on the other hand are more likely to be reworked by fairweather wave orbitals.

Swamp: A wetland in freshwater or coastal (paralic) seawater environments that has a vegetation cover dominated by trees (cf. marsh).

Swash zone: The portion of a beach subject to wave run-up. Run-up velocity depends on the momentum produced by breaking waves and the beach gradient. It is usually sufficient to move sand and shells, and remove fine-grained sediment. Cf. Backwash.

Synaeresis cracks: Cracks in sediment formed by compaction, changes in salinity, and in some cases by dewatering of sediment during seismic events. They are not formed by subaerial exposure and desiccation. Their shape and geometry is superficially like that of mud cracks; V-shaped in cross-section, straight to slightly curved strands in plan view, and occasionally polygonal.

Syndepositional processes: Strictly speaking, processes that take place during sedimentation, although the term is often extended to include processes ‘soon after’ deposition. Common examples are deformation that influences sedimentation (syndepositional faulting, slumping), geochemical processes such as sea floor cementation, and biogenic activity. A common synonym is synsedimentary.

Tabular crossbedded lithofacies: A lithofacies characterised by crossbeds having a planar bottom set (boundary) across which foresets are in tangential or abrupt angular contact. Also called 2D subaqueous dunes. This definition generally follows that of McKee and Weir, 1953.

Talus: Angular, poorly sorted rubble that accumulates at the base of steep rock faces or slopes, typically associated with exposed fault planes. If the source of eroded material is focused, a talus fan may form.

Tempestite: The deposit and/or erosional surface developed during a storm. Onshore and offshore erosional surfaces usually form as the storm waxes; tempestites usually accumulate during the waning stage of a storm. Typical sedimentary structures include HCS, SWS, modified wave ripples, combined flow climbing ripples, upper plane-bed laminae, and graded beds including turbidites.

Terminal moraine: An accumulation of rocky debris at the snout of a glacier (also called an end moraine). The debris is derived from bedrock plucked from the valley walls (lateral moraines) and glacier base and dumped during ice ablation. The moraines mark the maximum advance at any particular time of a glacier’s history.

Terminal velocity: See Settling velocity

Thalweg: In river systems, an imaginary line connecting the deepest parts of a channel along its length is the thalweg, or talweg.

Threshold shear stress: The shear stress imparted by a flowing fluid on a sedimentary grain that can initiate grain movement. Movement will occur when fluid drag and lift forces exceed the combined  gravity, viscous shear, and grain contact forces.

Threshold velocity:  In sedimentary hydrodynamics, this is the velocity at which fluid forces overcome gravity and friction forces acting on grains. This boundary condition depends on grain size, density and shape, and on the roughness at the sediment-water interface – that is roughness caused by grains of different sizes.

Tidal current asymmetry The ebb and flood of semi-diurnal or diurnal oceanic tides results in either the reversal of current flow directions or, the weakening of flow during one or other of the tides. Common sedimentary structures that reflect these conditions include herringbone crossbeds, lenticular and flaser crossbeds, interference ripples, tidal bundles, and reactivation surfaces.

Tidal deltas: Sandy, delta platforms that accumulate at entrance to tidal channels that drain harbours, bays, and lagoons. They are classified as ebb or flood deltas; ebb tidal deltas form on the seaward margin of the channel entrance and can be modified by marine processes. Deposits typically are sand-dominated, and comprise trough crossbedded channel facies, and on the adjacent (submerged) platform ripples and sandwaves.

Tidal flat: Broad, low relief and low gradient expanses, extending from high tide to low tide limits. They are exposed during ebb tides. They are commonly home to a diverse benthic fauna and flora, and are important breeding and feeding grounds for many marine organisms. Sediment is commonly a mix of sand and mud. Mud-prone versions are sometimes called mud-flats. They may be drained by tidal channels.

Tidal range: This is the range between mean high water and mean low water. It varies from place to place because of coastal geomorphology and bathymetry. In some places it can be amplified (Bay of Fundy has a range to 14 m) or weakened – ranges in the Mediterranean are very low.  A commonly used scale for tidal ranges is:

  • Micro-tidal < 2 metres.
  • Meso-tidal 2 – 4 metres.
  • Macro-tidal > 4 metres.

Tidal wave: The cycle of tidal highs and lows that move along a coastline. If the waves have a period of 12 hours (i.e. two tides per day) then they are semidiurnal. Movement of tidal waves around ocean margins is caused by Earth’s rotation relative to the tidal bulge produced by gravitational forces from the Moon and Sun. Movement is counterclockwise in the northern hemisphere, and clockwise in the southern hemisphere. Tidal waves are NOT synonymous with Tsunami.

Tide-dominated deltas: Characterised by seaward-trending sand bars and ridges where river sediment supply is contained on the delta plain during high tides, and accreted to bars via distributary channels during ebb tides. The sediment ridges tend to develop over the mid- and outer delta plain. The delta plain may extend seawards to extensive tidal flats. An excellent example is found in the modern Mahakam River delta, eastern Borneo.

Tombolo: An emergent sand bar that connects headlands and islands, and is not cut by tidal channels. Aupouri Peninsula, northernmost NZ, is a good example, constructed during several stages of glacio-eustatic sea level rise and fall during the Pleistocene.

Traction carpet:  Above the flow threshold velocity, non-cohesive grains at the sediment-water interface move by rolling, jostling, and sliding. Grain movement is contained within the bedload. See also saltation load, suspension load.

Tranquil flow: See subcritical flow.

Tropical cyclone: the general name given to strong tropical and subtropical storms that have a well defined eye around which winds rotate. Much of the heat energy that drives TCs comes from the ocean.  In the northern hemisphere, TCs are called Hurricanes if they occur east of the International Dateline, and Typhoons if they are west of the Dateline.

Trough crossbedded lithofacies: A lithofacies defined by crossbeds having concave, spoon-shaped basal contacts that truncate previously formed crossbeds. Foresets tend to mimic the basal contact geometry and generally are tangential with the base. Also called 3D subaqueous dunes. They are common under conditions of confined, channelised flow. Found in gravel and sand facies. This definition generally follows that of McKee and Weir, 1953.

Tsunami: (plural Tsunamis). A wave generated by a sudden pulse of energy – an earthquake, subaerial and submarine landslide, volcanic eruption or sector collapse, or asteroid impact.The waves can travel at speeds of several 100 km/hour. In mid ocean they may pass unnoticed, but increase in amplitude across a shallow shelf as they interact with the sea floor. Tsunamis act as shallow water waves. Waves on open coasts may be many metres high; in confined embayments like fiords, they can reach 10s to several 100 m high. Wave run-up extends to even greater heights.

Tundra: A region that is treeless because of extreme cold and where growing seasons are brief. Although treeless, they are home to many grasses, low shrubs, and flowering plants that support a variety of wildlife. In mountainous regions, tundra is located at elevations above the tree-line. Vast expanses of tundra occur in the Arctic and subarctic. Tundra is commonly underlain by permafrost. It is the coldest of all biomes.

Turbidity current: A sediment-water mixture that flows downslope under the influence of gravity. The sediment mix is most commonly sand, silt, and mud. During flow, sedimentary grains are kept in suspension by turbulence. Scouring of the underlying bed may occur at the head of the flow. Deposition from turbulent flow produces graded bedding plus a characteristic suite of sedimentary structures exemplified by the Bouma Sequence. They form in lacustrine and marine settings that have modest depositional slopes. In marine environments, they are generated on continental slopes and in submarine canyons; they are one of the main components of submarine fans.

Turbulent flow: Turbulence is described by flow lines that constantly change direction and velocity. In a flowing stream this is manifested as eddies, boils, and breaking waves. In sedimentary systems, turbulence is an erosive process, and an important mechanism for maintenance of sediment suspension through water columns and in sediment gravity flows. It was first quantified by Osbourne Reynolds for conditions where Reynolds numbers Re > 2000.

Typhoon: A tropical cyclone that has sustained wind speeds of 119 km/hr (74 miles/hr) and more. The term is reserved for northern hemisphere storms west of the International Dateline (Greenwich Meridian). cf. Hurricane.

Undertow:  On all beaches, the return flow of water produces an undertow that flows beneath the incoming waves. Undertow occurs everywhere along a beach. Its influence is generally confined to the surf zone, and for the most part is not dangerous. Cf. rip current.

Viscosity: Viscosity is used to describe a material in which its strength depends on the rate of deformation, or strain rate. From a practical point of view, it is a measure of its resistance to deformation, or flow. It is normally applied to fluids, including rocks that may behave as fluids under high confining pressures and low strain rates. In the Earth sciences, viscosity is applied to phenomena like surface water flows (as in Reynolds numbers), sediment gravity and pyroclastic flows, lava flows and ice sheets, and to rocks-magmas in the lithosphere and asthenosphere.

Wave base: The maximum water depth where wave orbitals impinge and interact with the sea/lake floor. The distinction is made between fairweather wave base, and storm wave base. Wave base depth is about half the wavelength.

Wave-dominated delta: More common along high wave-energy coastlines where sand-prone sediment delivered to the coast by distributary channels, is reworked and redistributed by marine processes. Distributary mouth bars form at channel exits; long-shore movement of sand provides sediment nourishment for beachessandspits, and barrier islands. The delta edge tends to be lobate and smoothed or locally straightened by these processes. A classic modern example is Nile delta.  See river-dominated deltas, tide-dominated deltas.

Wave orbitals: The circular motion of water beneath transverse waves. Orbital diameter is greatest beneath the wave crest and diminishes with depth. The maximum depth that orbitals interact with the sea/lake floor is called the wave base.

Wavelength (Oceanography): The distance between crests or troughs of successive water waves; the same definition applies to bedform – the distance between crests of successive ripples.

Wetland: The region between terrestrial and fully aquatic systems, where the watertable is very shallow or at the surface for a significant period such that hydrophytic plants thrive. Wetlands may be tidal or non-tidal. Wetland waters may be fresh, brackish (riverine, lacustrine), or partly saline from marine derived salts (e.g. estuarine, coastal plain, delta plain).

Wind shear: Usually applied to the frictional drag of wind over water that produces waves and contributes to the build up of storm surges. About 2% of the wind energy is transferred to the uppermost water mass.

Winnowing: Removal of lighter grains by wind or flowing water, leaving denser material behind. The degree of winnowing depends on the strength, or carrying capacity of air/water flow. Borrowed from an old English agricultural term for removing wheat from the chaff. Derived from Old English windwian, meaning ‘from the wind’.

Yield strength Viscous fluids have finite strength, called the yield strength where the fluid will not deform or flow below a critical stress. Fluids (or solids) that behave in this manner are referred to as hydroplastic or plastic.

Zero shear stress boundary: See Flow boundary.

 

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Henry Darcy’s Law; a conceptual leap

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Artesian flow

Artesian flow

Henry Darcy’s pivotal experiments with sand-filled tubes (in 1856) established an empirical relationship between hydraulic gradient (that is basically an expression of the hydraulic potential energy available for flow) and discharge. A modern rewrite of the basic equation that he deduced from experiments, the eponymous Darcy’s Law, is:

Q = -KA(Δh/D) where                                                (1)

  • Q is discharge (that has dimensions L3/T),
  • K is a proportionality constant, subsequently called the hydraulic conductivity (L/T)
  • A the cross-section area of a flow tube (L2) (Q is also proportional to A), and
  • Δh/D the head difference between two locations along a flow path, at distance D. Note that hydraulic head h is the sum of the pressure head and elevation head.

The hydraulic conductivity (a term borrowed from electrical theory), has dimensional units of distance and time (commonly expressed as cm/s, feet/s). Thus, in mathematical terms, K is expressed as a velocity, also known as the Darcy velocity.

Darcy’s empirically derived law is pivotal to modern, quantitative hydrogeological modelling. The description of his experiments and derivation of the law were published in Note D, an appendix to a lengthy report on the Dijon Fountains (680 pages!): Les Fontaines Purlieus’ de la Ville de Dijon (The Public Fountains of the City of Dijon). While the appendix might seem like an afterthought, it was in fact the culmination of two decades of observation, testing, experimentation, and the creative ability to extend his ideas below the surface, literally and figuratively.

 

How did Darcy arrive at this point of discovery?

Henry Darcy (1803-1858) was a French engineer who rose to prominence in the 1830s, at least in the public’s eyes, as the designer and executor of a modern water supply system for the city of Dijon, completed about 1840. Several other European cities modelled their own water supply networks on his design. The primary water supply for the Dijon network was a well dug into a groundwater (artesian) spring; the pipe supply network extended 28km – all gravity fed.

Darcy was familiar with the hydraulic theory and practice of the time; the theory of hydraulics was well established but the general understanding of aquifer dynamics was limited. Some of the important ingredients that contributed to his thinking and intuition were:

  • Bernoulli’s (1738) mathematical expression for energy conservation during fluid flow; in other words, flow requires an energy gradient. Bernoulli’s equation can be written as:

            V2/g + z + P/ρ.g = a constant known as hydraulic potential         (2)

where V2/g is kinetic energy, z the elevation head, and P/ρ.g the pressure head. By ignoring the kinetic energy component, that is insignificant for most groundwater problems, the equation reduces to a statement where hydraulic potential is the sum of z + P/ρ.g. The value of this statement is that it allowed Darcy (and us) to tease apart the components of hydraulic head in real wells and experiments.

  • He had developed an expertise with the practical problem of pressure losses between the entry and exit points of pipes used to transport water; he surmised and calculated the effects of surface roughness on energy, and therefore pressure losses.
  • Another crucial discovery, based on his work with pipes, was that at very low flow rates in small-diameter pipes, the head loss (or head gradient) was proportional to flow rate, that he would later discover could be applied to aquifer flow.
  • He was familiar with the flow of water through natural and constructed sand filters that were used to clean river water and was aware that frictional energy losses also applied to this kind of flow.
  • He had measured well drawdown for various pumping rates and observed well recovery.
  • He had general knowledge of aquifer geology and aquifer recharge by precipitation.

Darcy’s conceptual leap was to equate the physical nature of these observations (in pipes, filters, and the behaviour of boreholes) with flow through porous aquifer media. The experiments he designed and performed bridged the gap between concept and empirical evidence.

 

Darcy’s experiments

Darcy began his experiments in 1855. They were based in part on his observations of flow through sand filters, but what he needed was a way to quantify head loss (hydraulic gradient).

A diagram showing the original experimental apparatus is reproduced here. Modern groundwater texts commonly redraw the apparatus configuration to be more reflective of aquifer flow – I have added a duplicate diagram.

Darcy’s apparatus for determining the relationship between aquifer discharge and head loss, 1856. Figure 3 Plate 24, with some additional annotation

Darcy’s apparatus for determining the relationship between aquifer discharge and head loss, 1856. Figure 3 Plate 24, with some additional annotation

 

An alternative representation of Darcy’s experiment, shown as tube (pipe) flow in a sand aquifer. Instead of mercury manometers, the piezometers measure the water levels directly, relative to a datum. Each water level represents the total hydraulic head at the point of measurement in the aquifer. The distance D between piezometers allows the calculation of hydraulic gradient.

An alternative representation of Darcy’s experiment, shown as tube (pipe) flow in a sand aquifer. Instead of mercury manometers, the piezometers measure the water levels directly, relative to a datum. Each water level represents the total hydraulic head at the point of measurement in the aquifer. The distance D between piezometers allows the calculation of hydraulic gradient.

Darcy’s aquifer was represented by a vertical steel tube, sealed at both ends, with an air-bleed valve at the top. Two mercury manometers were used to measure pressures so that head values top and bottom of the tube could be calculated – the manometers measured atmospheric pressure ± the height of water. Water was added at the top of the tube and discharged from the base.

Darcy and his assistant performed several experimental runs. The tube was filled with water for each run. Sand was added from the top and allowed to settle on the bottom. The thickness of sand was varied systematically (this is D in the above expression), and for each sand thickness the flow rates were also varied. Flow of water into the tube was kept constant for each run; the discharge measured as volume per unit time (the vagaries of water supply at the time meant that keeping flow constant was a bit of a problem). Once steady state conditions had been established in each run, the manometer (pressure) levels were read.

The following graph shows the observed linear relationship between discharge Q and head loss (or head difference) based on Darcy’s data.

Darcy’s data for Set 1 experiments (there were two sets), replotted as Q versus head gradient for each thickness of sand. Modified from Brown, 2002, Fig. 6.

Darcy’s data for Set 1 experiments (there were two sets), replotted as Q versus head gradient for each thickness of sand. Modified from Brown, 2002, Fig. 6.

Darcy’s key observations were:

  1. Discharge is proportional to the head loss, or head difference along the flow path (Q ∝ Δh), and
  2. Discharge is inversely proportional to the distance that water travels between the two points of head measurement (Q ∝ 1/D) (in his experiments this is the thickness of sand).

He expressed the proportionalities as:            Q = KA (h1 + z1) – (h2 + z2)/D          (3)

where Q, K, A, and D as noted above, h is the pressure head, z is the elevation head at the two points of measurement (1 and 2) that are a distance D apart. This is Darcy’s Law. The form of the equation is basically the same as equation (1).

He noted that K varied depending on the sand used (particularly its packing that probably varied slightly for each experiment). We now know that K (hydraulic conductivity) not only varies with differences in the porous medium, but also with the nature of the liquid. Thus, if the sand is the same in two separate experiments, but water is used in one and oil in the other, then the values of K will be different. Later considerations by other workers would establish that K is also a function of dynamic viscosity.

 

And so…

Darcy’s Law tells us that, under steady state conditions, there must be a hydraulic (head) gradient for flow to occur in an aquifer; in essence it restates the fundamental physical principle that for mechanical work to be done (i.e., to move water from one location to another) there must be an energy potential.

The Law also provides a quantitative solution to determining the parameters for groundwater flow, provided we know something about the porous medium and the fluid itself (that is expressed as hydraulic conductivity). Of course, we can also determine K if we know Q and Δh, and we can measure K experimentally using a permeameter – an instrument that looks similar to Darcy’s original apparatus.

Darcy’s Law describes a flux, and as such is cast in the same mathematical form as Ohm’s Law (current is proportional to voltage), and Fick’s Law (molecular diffusion is proportional to a concentration gradient.

Darcy’s Law is a crucial component of fluid flow modelling, particularly for solving important questions about groundwater, for example the sustainability of aquifers to pumping.

 

Credits: The historical background to Darcy’s life, his scientific and social contributions were gleaned from Freeze (1994; Brown (2002- open access); and Simmons (2008 – PDF).

 

Other posts in the Groundwater Series

Whiskey is for drinkin’; water is for fightin!

The Architecture of Connected Holes; A Different Way to Look at the Liquid Earth

“My water well taps into an underground river” and other myths

Coastal aquifers; groundwater at sea

Groundwater contamination; messing around with aquifers

Landslide! How groundwater affects the stability of slopes

GRACE meets LANDSAT; Eyes in the sky monitoring long-terms changes in water resources

A misspent youth serves to illustrate groundwater flow

Contrails, analogies, and visualizing groundwater flow

Springs and seeps

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Mineralogy of evaporites: the rise of diapirs

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Exposed salt dome, Kavir desert, Iran

This post focuses on the initiation and growth of diapirs

This is part of the How To…series  on evaporites

Salt layers buried beneath a pile of sedimentary rocks are inherently unstable. The effects of buoyancy,  gravity-induced hydraulic gradients (i.e. potential energy), tectonics, and thermal expansion provide the driving forces for salt flow. However,  for a diapir to grow, these forces must be sufficient to break through and displace the salt overburden – like any intrusion, whether magmatic, salty, or sedimentary (as in sedimentary dykes), the intruding body must have enough force to push the host rock aside.

Anhydrite diapir (black arrow), Axel Heiberg, and stratiform evapourite unit (white arrow), Axel Heiberg I.

Diapers come in many shapes and sizes, depending on salt layer thickness (if it’s too thin salt withdrawal will rapidly deplete the supply), overburden thickness and mechanical strength,  salt density,  the tectonic environment (extension, contraction, strike-slip), and the relationship between the diapir surface and active sedimentation. Diapir geometries include the common columnar types that may evolve to bulbous or teardrop forms, salt walls, salt-cored anticlines, and sheets. Cross section dimensions are measured in 100s of metres to kilometres, and vertical extents in kilometres; salt walls and anticlines have strike lengths up to several tens of kilometres; one salt wall in Kavir Desert, Iran is 52km long (M. Jackson et el, 1990). An example of a collapsed salt anticline in the Paradox Basin near Moab, Utah is shown below.

Breached salt anticline, Paradox Basin

 

The initial impetus for study of salt diapirs derived mainly from hydrocarbon exploration, when it became apparent that diapir rise and stratigraphic terminations provided excellent oil trapping mechanisms.

This post will focus on diapirs in extensional tectonic settings because they incorporate some of the more common growth attributes. For a more encyclopedic account of diapirs including those formed during regional shortening and strike-slip, take a look at Jackson and Hudec, 2017.

 

Diapir initiation and growth
Diapir initiation and growth in extensional regimes are summarized in the following diagrams.  The general case of symmetric extension is shown, but more complex asymmetric scenarios are also common.

Stages of diapirism during extension

The initial reactive diapirism responds to crustal thinning by filling the space between fault blocks. Advanced diapir piercement begins when the overburden is thinned to the point where it can be pushed aside by continued extension, salt intrusion, or both these processes. Blocks of overburden, or flaps, are shouldered aside by the buoyant salt. This is the active stage of diapirism, controlled primarily by gravity-induced hydraulic gradients, and is therefore independent of the externally driven extension. Blocks of overburden may be incorporated into the diapir, either by convective flow, or by flow caused by frictional resistance along the diapir margin. Active diapiric rise generally continues until the salt body reaches the surface – at this point the diapir begins to grow passively.

Overburden inclusion of diabase in a gypsum-anhydrite-halite diapir, Axel Heiberg I.

Passive growth occurs once the entire overburden column has been breached. Passive diapirs that reach the surface continue to grow in tandem with sedimentation that onlaps the salt surface, producing discordant depositional packages that have complex geometries. Exposed salt may be subjected to dissolution, erosion, and collapse of oversteepened flanks.

Katherine Giles and Mark Rowan (2012) have written an excellent account of halokinetic sequence stratigraphy. They recognise two fundamental kinds of halokinetic sequence – Hook sequences and wedge sequences – based on the style and extent of deformation associated with continued diapir rise, angular discordances at salt contacts. In describing these depositional units, they use standard sequence stratigraphic terminology for parasequences and sequences, and sequence-parasequence stacking patterns. Hook and wedge sequences may alternate over the life of a diapir. The distinction between these two stratal geometries provides some insights into the complexities of sedimentation associated with active diapirism.

Halokinetic sequences according to competing rates of sedimentation

Hook halokinetic parasequence sets have narrow drape folds, rotated in concert with diapir rise, that result in depositional discordances to 90o; these discordances shallow over about 200m from the salt margin (they are hook-like). Facies changes are abrupt close to the diapir, and there is a propensity for mass wasting such as slope failure and debris flows.  Successive hook parasequence sets stack stratigraphically to form thick (several 100m), tabular, composite sequences.

Wedge parasequence sets are broader with shallower onlap discordances and gentle drape folds, and depositional discordances usually less than 30o. Lateral and vertical changes in sedimentary facies are less abrupt than is the case for Hook-type units. A stack of wedge parasequences produces a tapered composite sequence that thins towards the diapir.

The difference between the two types reflects:

  1. the rate of diapir rise (and formation of accommodation space) with respect to,
  2. the rate of sedimentation.

Tapered composite sequences develop when sedimentation rates are higher than diapir rise – in this situation drape folding tends to be gentle and depositional slopes close to the diapir are low, diminishing the possibility of mass wasting. In contrast, Tabular composite sequences reflect rates of sedimentation lower than the rate of diapir rise, which gives rise to higher depositional slopes close to the diapir margin, and increased susceptibility to failure.

 

Flow of salt at the surface

If diapir growth outstrips sedimentation the exposed salt may flow outwards to form an allochthonous sheet. Erosion and slope failure may produce salt debris that is incorporated into sediments, although it will be susceptible to dissolution.

 

The models of diapir growth described here are a simplification of most real-world occurrences, but, like any good model it provides a rational guide for teasing apart diapir history. Documentation of the growth of a salt wall offshore Brazil provides a nice illustration of the reactive to active transition, plus some of the complexities one is likely to encounter in any diapir study (Christopher A-L. Jackson et al, 2014). The reactive stage begins with crustal extension, differential loading, and formation of an anticline, that subsequently was breached by actively rising salt. At this stage, complex internal structures developed in the salt because of buoyancy- and friction-induced instabilities. Subsequent deformation involved shortening across the strike of the salt wall.

Related links

Mineralogy of evaporites: Salt tectonics

Mineralogy of evaporites: Marine basins

Mineralogy of evaporites: Saline lakes

Mineralogy of evaporites: Saline lake brines

Mineralogy of evaporites: Death Valley hydrology

 

References

K.A. Giles and M.G. Rowan, 2012. Concepts in halokinetic-sequence deformation and stratigraphy. In G.I. Alsop, S.G. Archer, A.J. Hartley, N.T. Grant, and R. Hodgkinson (Eds.). Salt Tectonics, Sediments, and Prospectivity. Geological Society of London, Special Publication 363, p.7-31.

M.R. Hudec and M.P.A. Jackson, 2007. Terra infirma: Understanding salt tectonics.Earth Science Reviews, v. 82, p. 1-28. Excellent summary. Available for downloading

C.A-L. Jackson, M.P.A. Jackson, M.R. Hudec, & C. Rodriguez, 2014. Internal structure, kinematics, and growth of a salt wall: In sights from 3-D seismic. Geology, v. 42, p. 307-310.

M.P.A. Jackson, R. R. Cornelius, C. H. Craig, A. Gansser, J. Stöcklin, C. J. Talbot, 1990. Salt Diapirs of the Great Kavir, Central Iran. Geological Society of America Memoir, v. 177. The Kavir is one of the classic salt diapir provinces with more than 50 structures. The memoir is now Open Access

M.P.A. Jackson and M.R. Hudec, 2017. Salt tectonics: Principles and practice. Cambridge University Press. An encyclopaedic compilation

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The mineralogy of evaporites – salt tectonics

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International Space Station view of Kavir Desert diapirs, Iran.

This post focuses on the mechanics of salt flow and diapirism

This is part of the How To…series  on evaporites

The rock record shows us that thick, basin-wide salt deposits accumulated in active rift, passive margin, intracratonic and even foreland basin settings, where there was the happy congruence of climate, isolation from regular and frequent access to normal seawater, and a negative water balance over geological time periods. However, salt once deposited and buried is highly mobile and prone to deformation, producing spectacular intrusive bodies such as diapirs, and acting as detachments in thrust belts. Salt tectonics also impacts depositional patterns and the geometry of strata in sedimentary basins.

Deformed anhydrite in fault detachment, Axel Heiberg I.

An examination of salt tectonics provides us with a good excuse to consider some of the contrasting mechanical properties of salt and associated rocks, including the relationship between stress and strain and in particular rates of strain (rheology), the conditions where rocks act as fluids, and the role of buoyancy.

Much of the information presented here is gleaned from publications by Martin Jackson and Michael Hudec (Hudec & Jackson, 2007; Jackson & Hudec, 2017).

Some basic mechanics of salt
Salt deposits consist of halite and variable amounts of gypsum and anhydrite. All are crystalline solids at room temperature and pressure. The contrast in their densities is shown on the accompanying image. Salt also has negligible compressibility which means that as it is buried, it’s density changes very little. In contrast,  the density of siliciclastic and carbonate  sediment does increase with compaction during burial. At depths greater than about 1500m, the contrast in density between salt and the overlying strata renders the salt unstable with respect to gravity. Salt permeability is also very low; the possibility of using thick halite deposits for storage of nuclear waste is well documented.

Salt is mechanically weak compared to siliciclastic and carbonate rocks; Martin P Jackson, the doyen of salt tectonics, refers to this property as the Rosetta Stone of salt mechanics – it helps to explain pretty well everything about the way salt behaves. If you take a lump of salt and hit it with a hammer, it will shatter (along planes of cleavage). Under these conditions, it behaves as a brittle solid, subjected to very high rates of strain (basically rates of deformation) under zero confining pressure. A geological analogy is the rupture of faults during an earthquake.

Now, bury this salt under several kilometres of stratified sediments and volcanics over geological periods of a few million years. The salt layer is now subjected to lithostatic pressure (weight of overlying rock). The temperature will also increase according to the geothermal gradient. Salt under these conditions acts as a fluid, even though it’s host strata (sedimentary and volcanic rocks) behave as mechanically stronger solids.

When stress is applied to a fluid, it deforms permanently (i.e. it is not reversible) and continuously – a true fluid will not behave elastically (i.e. it will not return to its original size and shape when deformation forces cease); a fluid has little or no shear strength. The example we are all familiar with is water – it deforms the instant a stress is applied. An increase in viscosity will change the rate of deformation, but not the nature of it. At this point in the discussion we need to introduce the concept of buoyancy.

Rheology of water, demonstrating instantaneous shear during a pour (Newtonian behaviour)

Buoyancy

When Archimedes jumped into his bath, little did he know that his rationalization about displaced water would have an impact on our understanding of important geological processes such as isostasy, the rise of magma – and salt. A body immersed in a fluid will be subjected to fluid pressures that act on all parts of the body surface. This applies to solids immersed in a fluid, and less dense fluids immersed in a more-dense fluids. The diagram, borrowed from Middleton & Wilcock (1994, Fig. 5.1) shows fluid pressure forces acting on all parts of the immersed body, such that the resultant buoyant force is directed upwards.

Diagramatic description of uoyancy from fluid forces

Early models of salt diapirism treated the sediment-volcanic cover as a dense fluid that sank around the underlying, less dense salt, forcing the salt upward. However,  it has become increasingly apparent that the overburden does not act as a dense fluid, but is a mechanically strong layer subject to brittle failure. The strength of the overburden can prevent salt movement. Furthermore, detailed mapping of deformation within salt bodies indicates the role of friction forces that restrict movement along diapir margins. Thus, salt will not begin to flow unless both the opposing forces of overburden strength and friction forces are overcome.

Halite core in anhydrite diapir, Axel Heiberg I. The halite is reprecipitated from the springs in the stream outflow

Three basic mechanisms have been proposed to counter the opposing forces and initiate salt flow: they are grouped under the general heading Differential Loading. Note that the three mechanisms do not necessarily operate independently – they may operate in tandem, or at different times during salt deformation:

  1. Gravitational loading occurs when differences in thickness or inclination of the overburden create gravitational instability in a salt layer. This mechanism borrows the concept of hydraulic potential from fluid dynamics, or hydraulic head (because we treat salt as a fluid). Hydraulic head, even though it is measured in units of length (metres or feet of head) is an expression of the potential energy available to perform mechanical work on that fluid – i.e. the work to move the fluid from point A to point B. I have discussed the derivation of hydraulic head in another post. The outcome of this discussion can be represented by the equation:

                                                      Total hydraulic head h = z + P/ρ.g  

where the two components of head are an elevation head (z), and a pressure head (relative to a datum; ρ = fluid density, g = gravity constant). Fluid will flow from a region of high head to low head, in other words, along a head gradient (or hydraulic gradient). The diagram below, modified from Hudec and Jackson (2007) illustrates three end-member conditions where salt flow may or may not be initiated depending on the presence or absence of a hydraulic gradient.

Diagram of salt flow generated by hydraulic gradients

  1. Displacement loading of salt occurs when external tectonics produce shortening (contraction) or extension of the salt flanks, commonly along pre-existing structures. Contraction results in uplift, and extension in subsidence of the salt body.
  2. Thermal loading results in expansion of salt during regional or local heating events. Because heating may also occur differentially, it can produce convection and deformation within the salt body.

The emplacement of diapirs and related salt intrusions is the subject of the next post in this series on evaporites. Mineralogy of evaporites: The rise of diapirs

 

Related links

Mineralogy of evaporites: Marine basins

Mineralogy of evaporites: Saline lakes

Mineralogy of evaporites: Saline lake brines

Mineralogy of evaporites: Death Valley hydrology

 

References

M.R. Hudec and M.P.A. Jackson, 2007. Terra infirma: Understanding salt tectonics.Earth Science Reviews, v. 82, p. 1-28. Excellent summary. Available for downloading

M.P.A. Jackson and M.R. Hudec, 2017. Salt tectonics: Principles and practice. Cambridge University Press. An encyclopaedic compilation

G.V. Middleton and P.R,. Wilcock. 1994. Mechanics in the Earth and Environmental Sciences. Cambridge University Press, 459 p. An excellent text that takes you through the principles and maths of some fundamental geological processes.

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