Unit Three: Plants as Drinks and Drugs

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86 Terms

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Hydrologic cycle

The continuous movement of water between the atmosphere, Earth's surface, and the subsurface through evaporation, transpiration, condensation, precipitation, infiltration, runoff, and groundwater flow.

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Three possible fates of precipitated water

-Infiltration

-surface runoff

-evapotranspiration

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Drainage basin

An area of land where all water drains toward a common outlet, such as a stream, river, or lake.

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Drainage divide

A ridge or area of higher elevation that separates neighboring drainage basins.

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What drives groundwater flow?

Gravity and differences in hydraulic head (the elevation and pressure of groundwater) drive groundwater from areas of higher hydraulic head to areas of lower hydraulic head.

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How is groundwater flow calculated?

Darcy's law, Q = KIA, where Q is discharge, K is hydraulic conductivity, I is the hydraulic gradient (change in hydraulic head divided by distance), and A is the cross-sectional area through which water flows.

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How is aquifer discharge measured in practice?

By measuring the volume of water pumped from a well per unit of time or by measuring groundwater flow through a known cross-sectional area.

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How is stream discharge calculated?

Discharge equals the average stream velocity multiplied by the stream's cross-sectional area (Q = VA).

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Flood frequency and probability

Flood frequency describes how often a flood of a particular magnitude is expected to occur. The annual exceedance probability is the probability that a flood of that magnitude or greater will occur in any given year.

P = 1 / T

Probability

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How do you determine whether a flood is a hundred-year flood?

100-year flood has a 1% chance of being equaled or exceeded in any given year.

1/100

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Does a hundred-year flood occur exactly once every 100 years?

No. It has a 1% annual probability and can occur more than once in a century or in consecutive years.

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Downslope force (Fd or Fp)

The component of gravitational force acting parallel to a slope and pulling material downhill.

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Frictional force (Ff)

The resisting force between materials that opposes downslope movement.

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Stable slope

A slope where frictional resistance exceeds the downslope driving force (Ff > Fd).

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Metastable slope

A slope where frictional resistance and the downslope driving force are approximately balanced, leaving the slope close to failure.

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Slope failure

Occurs when the downslope driving force exceeds frictional resistance (Fd > Ff), causing material to move downhill.

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Why is an ideal longitudinal stream profile concave?

A stream generally becomes less steep downstream as discharge increases and the channel becomes more efficient at transporting sediment. The upper course needs a steeper gradient to transport material, while the lower course can transport material at a gentler gradient.

Channel aspires to correct to a change in base level

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Aggradation

The raising of a streambed or longitudinal profile due to sediment deposition, often caused by increased sediment supply, decreased stream discharge or transport capacity, or a reduction in channel slope.

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Causes of aggradation

Increased sediment input from landslides or erosion, reduced water flow, dams or other obstructions that trap sediment, and changes in base level that encourage deposition.

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Incision

The lowering of a streambed or longitudinal profile as a stream erodes and removes material from its channel.

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Causes of incision

Increased stream discharge or erosive power, decreased sediment supply, a drop in base level, tectonic uplift, and an increase in channel gradient.

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How can frictional force (Ff) decrease and cause slope failure?

Water saturation can increase pore-water pressure and reduce effective stress; weathering can weaken rock; undercutting can remove support; earthquakes can disturb slope material; and vegetation removal can reduce root reinforcement.

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Primary way to increase downslope force (Fd)

Increase the slope angle, which increases the component of gravitational force acting parallel to the slope.

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Why are water and climate important in slope stability?

Rainfall can saturate soil, increase pore-water pressure, add weight, and reduce frictional resistance. Freeze-thaw cycles and chemical weathering can weaken rock. Drought can also contribute to vegetation loss and soil degradation.

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Slope angle and slope stability

Steeper slopes have a larger downslope gravitational force, making failure more likely when resistance is insufficient.

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Vegetation and slope stability

Plant roots bind soil and reinforce slopes, while vegetation intercepts rainfall and reduces erosion. Removing vegetation can increase runoff, erosion, and the likelihood of slope failure.

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Geology and slope stability

Rock type, bedding, fractures, faults, and the orientation of rock layers influence the strength of a slope. Weak, fractured, or unfavorably layered materials are generally more susceptible to failure.

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Weathering and slope stability

Physical and chemical weathering break down or weaken rock, reduce material strength, and can make slopes more susceptible to landslides.

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Fall

A mass of rock or soil detaches from a steep slope or cliff and moves primarily through free fall, bouncing, or rolling.

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Slide

A mass of rock or soil moves downslope along a relatively distinct failure surface.

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Slump

A type of slide in which material moves along a curved failure surface, commonly rotating backward as it moves downhill.

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Flow

A mass of water-saturated soil, sediment, or rock moves downslope like a fluid, with internal deformation and mixing.

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How can you tell if creep has affected a slope?

Look for tilted fence posts, leaning trees or utility poles, bent tree trunks, small step-like ridges on hillsides, and cracked or displaced walls and roads.

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Limestone solution

The chemical dissolution of limestone (calcium carbonate, CaCO₃) by acidic water, producing dissolved calcium and bicarbonate ions.

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Carbon dioxide and carbonic acid in limestone solution

CO₂ dissolves in water to form carbonic acid (H₂CO₃), which reacts with limestone: CaCO₃ + H₂CO₃ → Ca²⁺ + 2HCO₃⁻.

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Most common acid in epigenic limestone solution

Carbonic acid (H₂CO₃), formed when atmospheric or soil CO₂ dissolves in surface water and groundwater.

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Second possible acid in epigenic limestone solution

Sulfuric acid (H₂SO₄), which can form through oxidation of sulfide minerals or other sulfur sources and dissolve limestone.

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Typical acid in hypogenic limestone solution

Sulfuric acid (H₂SO₄), commonly associated with deep, ascending fluids and oxidation of hydrogen sulfide (H₂S). Other deep-fluid acids can also contribute.

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Epigenic karst

Karst features formed by dissolution from water entering from the surface and moving downward through soil, fractures, and rock.

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Hypogenic karst

Karst features formed by dissolution from groundwater or fluids rising from deeper underground sources.

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Karst

A landscape developed primarily by the dissolution of soluble rocks, especially limestone, characterized by caves, sinkholes, and underground drainage.

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Sinkhole

A depression formed when limestone dissolves beneath the surface or when the ground collapses into an underground cavity.

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Cave

An underground opening formed as acidic groundwater dissolves limestone along fractures, bedding planes, and other openings.

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Limestone pavement

An exposed limestone surface broken into blocks (clints) separated by dissolution grooves (grikes) formed as water dissolves the rock along joints.

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Polje

A large, flat-floored depression in a karst landscape formed by extensive dissolution and structural or erosional processes; it may flood when underground drainage cannot remove water quickly enough.

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Mixing corrosion

The dissolution that occurs when two waters, each saturated with CaCO₃, mix to produce water that is undersaturated with respect to CaCO₃.

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Why can mixing two CaCO₃-saturated solutions create undersaturated water?

water can flow faster when mixed, allowing for more dissolving to take place — a saturated acidic solution that interacts with limestone quickly reaches saturation (no more dissolving)

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Where can mixing corrosion occur?

Where waters of different chemical compositions mix, such as at the intersection of groundwater flow paths, within caves, or where deep groundwater mixes with shallow groundwater.

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Implications of mixing corrosion for cave formation

Mixing corrosion can dissolve limestone and enlarge underground openings, helping caves develop even where neither original water would dissolve more limestone on its own.

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Porosity

the void space within a material, defined as the ratio of the volume of voids to the total volume of the material

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Permeability

Primary porosity is the original void space formed when a rock or sediment is initially deposited, cooled, or lithified, whereas secondary porosity develops later due to post-depositional geological and chemical processes

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Specific Yield

the ratio of the volume of water a saturated rock or soil will yield by gravity to its total volume

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Specific Retention

the ratio of the volume of water a rock or soil retains against gravity to the total volume of that rock or soil sample

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Zone of Aeration

the subsurface layer of soil and rock that lies between the land surface and the water table

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Zone of Saturation

the subsurface region where all open spaces, pores, and rock fractures are completely filled with water

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Gaining stream

A stream that receives water from the surrounding underground aquifer.

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Losing streams

A stream that loses water from its channel into the underground substrate or bedrock aquifer

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Confined Aquifer

a saturated water-bearing underground layer situated between two layers of impermeable or poorly permeable material

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Unconfined Aquifer

a permeable underground rock or sediment layer whose upper surface—the water table—is open to the atmosphere and can freely rise and fall

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Artesian wells and springs

An artesian well is a man-made hole drilled into a pressurized, confined aquifer, while a spring is a natural point where groundwater emerges at the Earth's surface

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Darcy's Law

the flow of a fluid through a porous medium, establishing a proportional relationship between the discharge rate and the pressure gradient.

- law states that the volumetric flow rate is proportional to the cross-sectional area , the hydraulic conductivity , and the pressure drop expressed as the hydraulic head gradient

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Discharge

▪ Amount of water passing through a channel cross section per unit of time

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Hydraulic Radius

the cross sectional area / wetted perimeter of a channel

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Wetted Perimeter

total length of the boundary of a channel cross-section

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Hydraulic geometry vs. Discharge

describes how a river's width, depth, and velocity adjust to changes in discharge

-Downstream, rivers primarily accommodate increased flow by widening, whereas at a single location, they typically respond through increases in depth and velocity.

channel gradient decreases downstream

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Channel slope vs discharge

Steeper slopes increase gravitational potential energy and flow velocity, thereby enhancing stream power

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Turbulent flow (and vertical velocity)

chaotic, irregular fluid motion where velocity fluctuates.

-vertical motion is a primary mechanism for redistributing energy and mass

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Laminar flow (and shear stress)

a fluid regime characterized by smooth, orderly motion where fluid particles travel in parallel layers with no disruption between them. In this state, the fluid moves at a constant velocity, and the velocity profile is typically parabolic in pipes, with the maximum velocity at the center

-shear stress occurs due to adjacent fluid layers moving at different velocities

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Competence and capacity, how does it vary with discharge

Competence: maximum particle size a stream can move

-increases with discharge due to 6th power law

Capacity: total vol of sediment carried

-rises with discharge as higher energy levels support greater sediment suspension and transport

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Settling and Stoke's law (versus vertical velocity of turbulence)

Stoke's law defines a particle's settling velocity, represents the rate of gravitational descent in a still fluid

-In turbulent environments, downward motion is countered by vertical velocity.

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Basal shear stress, 6th 'power' law, and sediment erosion

E=kr^6, r is basal shear stress

-minor increases in flow depth or slope result in large rates of sediment transport and bedrock incision

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What are responses to changes in independent parameters (base level and discharge, in particular)

changes in base level an discharge force rivers to adjust their slope and geometry in order to restore equilibrium

-lower base level increases potential energy, triggering incision

-rise in base level causes aggradation as gradient reduces

-increase in discharge causes a channel to widen or an incision to transport more sediment

-decrease in discharge reduces transport capacity, causing deposition and potential braiding

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Relationship between stream order and hydraulic parameters (e.g., discharge,

slope, width, depth, upstream area, etc.)

as stream order increases, discharge rises

channel slope decreases in downstream direction to maintain hydraulic equilibrium

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Stream Order

Strahler order

-Unbranched tributaries = 1st order

-Two 1st order streams

merge = 2nd order

-Two 2nd order streamsmerge = 3 rdorder

<p>Strahler order</p><p>-Unbranched tributaries = 1st order</p><p>-Two 1st order streams</p><p>merge = 2nd order</p><p>-Two 2nd order streamsmerge = 3 rdorder</p>
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Consequent

development of trunk stream in harmony with pre-existing land surface (regional slope)

Original drainage developed on sloping surface

Volcanic cones, deglaciated regions, recently uplifted regions

Drainage patterns: dendritic, parallel, radial

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Subsequent

development of main channel independent of pre-existing land surface; often involving differential erosion; may be oblique or orthogonal to regional slope

-Selective headward erosion through material of lower resistance, associated with Trellis and Rectilinear patterns

Drainage patterns: trellis, rectangular, angular, annular, and centripetal

<p>development of main channel independent of pre-existing land surface; often involving differential erosion; may be oblique or orthogonal to regional slope</p><p>-Selective headward erosion through material of lower resistance, associated with Trellis and Rectilinear patterns</p><p>Drainage patterns: trellis, rectangular, angular, annular, and centripetal</p>
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Obsequent

trunk stream channel flowing opposite of regional slope

-Later drainages flowing in opposite direction of consequent streams, typically tributaries into the older, consequent drainage

<p>trunk stream channel flowing opposite of regional slope</p><p>-Later drainages flowing in opposite direction of consequent streams, typically tributaries into the older, consequent drainage</p>
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Superposed

younger strata deposited on top of eroded, older structure

Drainage cut across structure

Result from erosion through a regional unconformity

Incision through upper strata acts as a "template" etching the stream into strata below the unconformity

<p>younger strata deposited on top of eroded, older structure</p><p>Drainage cut across structure</p><p>Result from erosion through a regional unconformity</p><p>Incision through upper strata acts as a "template" etching the stream into strata below the unconformity</p>
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Antecedent

exists before uplift of a mountain

-Drainage existing prior to folding and uplift

-Cut through uplift to form water gaps

-If stream erosion is defeated by uplift, the abandoned channel is called a WIND GAP

<p>exists before uplift of a mountain</p><p>-Drainage existing prior to folding and uplift</p><p>-Cut through uplift to form water gaps</p><p>-If stream erosion is defeated by uplift, the abandoned channel is called a WIND GAP</p>
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Abstraction

headward erosion until stream undercuts and captures another stream

-Steeper gradient

-Shorter distance to base level

-Less resistant rock to erode

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Intercision

lateral movement of meanders causes two streams to intersect and one to be diverted into the other

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Epigenic

near surface solution of limestone, occurs from carbonic acid(H2CO3), but phosphoric acid could also play a role

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Hypogenic

results from acidification of deeper water - often occurs in hydrothermal areas (sulfuric acid (H2SO4)

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Karst Denudation

removing rock mass from the landscape

weathering, erosion, and transport

-dissolution process

Rate of solution (S) = CQ

C=dissolved load, Q= discharge

Rates compare to fluvial denudation rates, due to suspended/clastic loads

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Driving forces of Hillsopes and Mass Wasting

Gravity

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Resisting forces of Hillsopes and Mass Wasting

friction, cohesion, shear strength