Water Sciences Unit 1

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WATS 281 UNL

Last updated 2:30 AM on 9/20/26
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41 Terms

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Distribution of All Water on Earth

Ocean: 97%, Freshwater: 3%

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Distribution of Freshwater on Earth

Ice caps/Glaciers: 69%, GW: 29%, Accessible Surface Freshwater: 1%

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Distribution of Accessible Surface Freshwater

Lakes: 52%, Soil Moisture: 38%, Water Vapor: 8%, Rivers: 1%, Living Organisms: 1%

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Water Balance Equation

P + SWin + GWin = E + T + SWout +GWout + ΔS

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Watershed

Area that appears on the basis of topography to contribute all the water that passes thru a given cross-section of a stream

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Divide

Surface trace of the boundary delimiting a watershed

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Drainage Area

Horizontal projection of the area of a watershed

  • At or above the cross-section


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4 Types of Uplift

  1. Orographic Uplift

  2. Convective Uplift

  3. Frontal Uplift

  4. Convergent Uplift


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Areal Estimation (3)

  1. Arithmetic Average

  2. Thiessen Polygons

  3. Isohyetal Method


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Orographic Uplift

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Convective Uplift

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Frontal Uplift

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Convergent Uplift

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Arithmetic Method

Areal Estimation

  • For multiple stations in a watershed

  • Add the rainfall amounts at each station within the basin, and divide this total by the number of stations to get the average value


<p>Areal Estimation</p><ul><li><p>For multiple stations in a watershed</p></li><li><p>Add the rainfall amounts at each station within the basin, and divide this total by the number of stations to get the average value</p></li></ul><p></p>
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Thiessen Method

Areal Estimation

  • For multiple stations in a watershed

  • Connect stations with dashed lines

  • Bisect each dashed line with a solid line

  • Connect the lines to form the polygons

  • Determine the area of each polygon

  • Determine the weighted precipitation total for each polygon

  • Sum the data


<p>Areal Estimation</p><ul><li><p>For multiple stations in a watershed</p></li><li><p>Connect stations with dashed lines</p></li><li><p>Bisect each dashed line with a solid line</p></li><li><p>Connect the lines to form the polygons</p></li><li><p>Determine the area of each polygon</p></li><li><p>Determine the weighted precipitation total for each polygon</p></li><li><p>Sum the data</p></li></ul><p></p>
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Isohyetal Method

Areal Estimation

  • For multiple stations in a watershed

  • Contour the stations using lines of equal intensity (1 in, 2 in, etc)

  • Determine the area of each contour band

  • Determine the weighted precipitation total for each polygon

  • Sum the data


<p>Areal Estimation</p><ul><li><p>For multiple stations in a watershed</p></li><li><p>Contour the stations using lines of equal intensity (1 in, 2 in, etc)</p></li><li><p>Determine the area of each contour band</p></li><li><p>Determine the weighted precipitation total for each polygon</p></li><li><p>Sum the data</p></li></ul><p></p>
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Snow Water Equivalent (hm)

Amount of water the snow actually contains and yields when melted

hm ≡ Vm / A

  hm = (rs  / rw) · hs  

<p>Amount of water the snow actually contains and yields when melted</p><p><span>h<sub>m</sub> ≡ V<sub>m</sub> / A</span></p><p style="text-align: left;"><span>&nbsp; h<sub>m</sub> = (r<sub>s</sub>&nbsp; / r<sub>w</sub>) · h<sub>s </sub>&nbsp;</span></p>
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Factors Affecting Runoff (3)

  1. Climate

  2. Phys Characteristics of Watershed (Drainage Basin)

  3. Land Use (Human Alterations)


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Physical Characteristics of a Watershed (4)

  1. Elevation and Orientation of Basin

  2. Topography

  3. Veg and Soil Type

  4. Geology


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Effects of Geology on Watersheds - Drainage Types (5)

  1. Dendritic drainage

  2. Centripetal drainage

  3. Rectangular drainage

  4. Radial drainage

  5. Trellis drainage


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Discharge (Q)

The volume rate of flow [L3/T] thru a stream cross-section at right angles to the flow direction

  • Process of measuring stream discharge = stream gaging


<p>The volume rate of flow <span>[L<sup>3</sup>/T] thru a stream cross-section at right angles to the flow direction</span></p><ul><li><p><span>Process of measuring stream discharge = stream gaging</span></p></li></ul><p></p>
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ET Formula

ET = P - SWout - GWout

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Energy Balance

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Hydrologic, Energy, and Radiation Balance


<p></p>
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Aquifer

Subsurface geologic unit that stores and transmits water

2 Types:

  1. Unconfined (Water table)

  2. Confined (Potentiometric Surface)


<p>Subsurface geologic unit that stores and transmits water</p><p>2 Types: </p><ol><li><p>Unconfined (Water table)</p></li><li><p>Confined (Potentiometric Surface)</p></li></ol><p></p>
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Henry Darcy

  • Found that Discharge (Q) increased when the change in head (H1 - H2) was increased, and decreased when the head was decreased

  • Q decreased when the length (L) btn the 2 points where the head was measured was increased, and increased when L was decreased

  • Q increased when the cross-sectional area (A) of the column (cylinder) was increased, and decreased when A decreased

  • If (H1-H2) and L were constant, Q was larger for some soils and smaller for others

    • Accounted for this relationship with a coefficient for each different soil type that he put in his column - Hydraulic Conductivity of a material (K)

  • Darcy measured:

    • High K’s for very porous loose soils

    • Low K’s in very tight, compacted soils

  • Q is a function of: f(H1-H2, L, Length, Area, Material)


<ul><li><p>Found that Discharge (Q) increased when the change in head (H1 - H2) was increased, and decreased when the head was decreased</p></li><li><p>Q decreased when the length (L) btn the 2 points where the head was measured was increased, and increased when L was decreased</p></li><li><p>Q increased when the cross-sectional area (A) of the column (cylinder) was increased, and decreased when A decreased</p></li><li><p>If (H1-H2) and L were constant, Q was larger for some soils and smaller for others</p><ul><li><p>Accounted for this relationship with a coefficient for each different soil type that he put in his column - Hydraulic Conductivity of a material (K)</p></li></ul></li><li><p>Darcy measured:</p><ul><li><p>High K’s for very porous loose soils</p></li><li><p>Low K’s in very tight, compacted soils </p></li></ul></li></ul><ul><li><p>Q is a function of: f(H1-H2, L, Length, Area, Material)</p></li></ul><p></p>
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Henry Darcy Equation/Darcy’s Law

Q = Discharge

K = Hydraulic conductance

A = Area

H1-H2 = Hydraulic gradient

L = Length

<p>Q = Discharge</p><p>K = Hydraulic conductance</p><p>A = Area</p><p>H1-H2 = Hydraulic gradient</p><p>L = Length</p>
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Water Balance Concept - Conservation of Mass

Inputs = Outputs ± Change in Storage

I = O ± ΔS

<p>Inputs = Outputs ± Change in Storage</p><p>I = O ± ΔS</p>
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REV

Representative Elementary Volume

  • Ex: soil, lake, watershed


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Precipitation and ET as:

Water Depth

  • mm or in


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Stream Flow and GW as:

Rate or Velocity or Discharge

  • m/sec; ft/day; m³/day)


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Storage as:

Volume

  • Liters, Gallons, Acre, Ft


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Potential ET

Amount of water demanded by atm conditions (ie input rad)

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Actual ET

Actual amount of ET that the land surface exchanges with the atm

  • For plants: PET is roughly AET in well-watered conditions where there is enough water in the root zone to meet the atm demand


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Primary factors controlling the rate at which water will infiltrate into the ground following a rain event:

  1. Rainfall amount and rate

  2. Antecedent moisture conditions

  3. Slope

  4. Soil type

  5. Soil hydraulic conductivity


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Confined Aquifer

Energized - the pressure exerted on an open well would result in the height of the well being above the water table under atm conditions

  • Have potentiometric surfaces


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Potentiometric Surface

Height at which the water in a well would rise due to pressure forces

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Hydrology

Predicts the occurrence, circulation, and distribution of water of the earth and its atm

  • Global cycle includes: Terrestrial, Oceanic, and Atm


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Inputs - Water Balance

  1. Precipitation

    1. Rain, Snow/ice, Fog/mist

  2. Surface water

    1. Runoff (overland flow), Soil water (interflow)

  3. Groundwater


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Outputs - Water Balance

  1. Evaporation

    1. Open water, Bare soil, Leaf/Plant surfaces)

  2. Transpiration

  3. Ground water

  4. Surface Water

    1. Runoff (overland flow)

    2. Soil water (interflow)

  5. Storage


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Storage - Water Balance

  • Atmosphere/Clouds

  • Lakes/Rivers/Reservoirs

  • Glaciers

  • Canopy/Biomass

  • Soil Moisture

  • Aquifers (GW)

  • Ocean