Hillslope hydrology and intro to groundwater (with many slides borrowed from Jeff McDonnell/Oregon...
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Transcript of Hillslope hydrology and intro to groundwater (with many slides borrowed from Jeff McDonnell/Oregon...
Hillslope hydrology and Hillslope hydrology and intro to groundwaterintro to groundwater
(with many slides borrowed from Jeff McDonnell/Oregon State)
Where does our water come Where does our water come from? Oceanic Sources of from? Oceanic Sources of Continental PrecipitationContinental Precipitation• Global evaporation: 500,000 km3/yr of waterGlobal evaporation: 500,000 km3/yr of water
– 86% oceans, 14% continents86% oceans, 14% continents• 90% of water evaporated from oceans goes 90% of water evaporated from oceans goes
back to oceanback to ocean– 10% to continents10% to continents– 2/3 of the 10% is recycled on the continents2/3 of the 10% is recycled on the continents– 1/3 of the 10% runs off directly to ocean1/3 of the 10% runs off directly to ocean
• Isotopic analysis to determine source of Isotopic analysis to determine source of waterwater– relative proportions of isotopes of hydrogen and relative proportions of isotopes of hydrogen and
oxygenoxygen
Sources: EOS, 7 June 2011 and Gimeno et al., 2010b
JJA
DJF
Implications of Climate Implications of Climate ChangeChange• Changing atmospheric circulation patterns Changing atmospheric circulation patterns
=> changing precipitation patterns=> changing precipitation patterns• Convergence and transport from regions Convergence and transport from regions
of high water vapor => extreme floodsof high water vapor => extreme floods• Absence of moisture transport => Absence of moisture transport =>
extreme droughtextreme drought• Regions getting water from multiple Regions getting water from multiple
oceanic source regions are less oceanic source regions are less susceptible to shifts in circulation patternssusceptible to shifts in circulation patterns
How does the water come from How does the water come from the ocean?the ocean?• ““Atmospheric river” (Zhu and Newell, 1998)Atmospheric river” (Zhu and Newell, 1998)• 90% of the poleward atmospheric water vapor 90% of the poleward atmospheric water vapor
transport through the midlatitudes is transport through the midlatitudes is concentrated in 4-5 narrow bandsconcentrated in 4-5 narrow bands– <10% of the Earth circumference<10% of the Earth circumference
• Transport 13-26 km3/day of water vaporTransport 13-26 km3/day of water vapor– =7.5-15 times Qavg of Miss. R at New Orleans=7.5-15 times Qavg of Miss. R at New Orleans
• Land interactionsLand interactions– forced up/over mountainsforced up/over mountains– cool, condense, produce precipitation (rain or snow)cool, condense, produce precipitation (rain or snow)
• Major source of precip in coastal regionsMajor source of precip in coastal regions
Fig. 1. Analysis of an atmospheric river (AR) that hit California on 13–14 October 2009. (a) ASpecial Sensor Microwave Imager (SSM/I) satellite image from 13–14 October showing the AR hitting the California coast; color bar shows, in centimeters, the amount of water vapor present throughout the air column at any given point if all the water vapor were condensed into one layer of liquid (vertically integrated water vapor).
Source: EOS, 9 August 2011
General Water CycleGeneral Water Cycle
Water Balance: accounting of water conservation of water volume
Input (I) – Output (O) = S (changes in storage)Inputs: rain and snowOutput: stream discharge (Q), evapotranspiration (ET), groundwater/infiltrationStorage: Soil moisture, groundwater, snow, ice, lakes
Hewlett (1982)
Over long periods (> 1yr), changes in storage can be neglectedS(t) = 0
Groundwater flow is very small compared to the other termsQgw(t)
Q(t) = A[ R(t) – ET(t)]
For example,CONUS average annual precipitation: 76 cmQ = R – ET23 = 76 – 53 (cm)
S(t) = A R(t) – Q(t) – Qgw(t) – A ET(t)
Water BalanceWater Balance
storage
rainfall
stream discharge
groundwater discharge
evapotranspiration
A, drainage basin area
HYDROGRAPH
also infiltration
A whole litany of controls A whole litany of controls on runoff or discharge (Q) on runoff or discharge (Q) generationgeneration
Broad conceptual controlsBroad conceptual controls
• Rainfall intensity or Rainfall intensity or amountamount
• Antecedent conditionsAntecedent conditions
• Soils and vegetationSoils and vegetation
• Depth to water table Depth to water table (topography)(topography)
• GeologyGeology
Overland Flow OccurrenceOverland Flow Occurrence
• On road surfaces and other impermeable areasOn road surfaces and other impermeable areas– bedrock outcrops, city parks, lawnsbedrock outcrops, city parks, lawns
• On hydrophobic soils (fire and seasonality)On hydrophobic soils (fire and seasonality)
• On trampled and crusted soils On trampled and crusted soils
• On low permeable soils On low permeable soils – Silt-clay soils without macroporesSilt-clay soils without macropores
• On saturated soils (SOF) On saturated soils (SOF) – Riparian zoneRiparian zone– Waterlogged soilsWaterlogged soils
Overland flow generationOverland flow generation
• Runoff occurs whenRunoff occurs when– R > IR > I– Or in words, rainfall Or in words, rainfall
intensity exceeds intensity exceeds the infiltration ratethe infiltration rate
FE 537
Oregon State University
Horton Overland FlowHorton Overland Flow
Qho(t) = w(t) - f(t)
where: w(t) is the water input rate f(t) is the infiltration rate
Fig. 5.3
A different form of overland flowA different form of overland flow
R > I
Runoff PathwaysRunoff Pathways
InfiltrationCapacity
R a i n f a l l
Saturation OF
BedrockAquifer
Percolation
RegolithRegolith Subsurface Flow
Saturation
Aquifer Subsurface Flow
Hortonian OF
Percolation
Slide from Mike Kirkby, University of Leeds, AGU Chapman Conference on Hillslope Hydrology, October 2001
Storm Precipitation
Soil Mantle Storage
Baseflow
Channel Precip.+
Overland Flow
Overland Flow
InterflowSubsurfaceStormflow
Saturation Overland Flow Hortonian Overland Flow
Basin Hydrograph
Re-drawn from Hewlett and Troendle, 1975
Troendle, 1985
Dominant processes of Dominant processes of hillslope response to hillslope response to rainfallrainfall
Horton overland flow dominates hydrograph; contributions from subsurface stormflow are less important
Direct precipitation and return flow dominate hydrograph; subsurface stormflow less important
Subsurface stormflow dominates hydrograph volumetrically; peaks produced by return flow and direct precipitation
Arid to sub-humid climate; thin vegetation or disturbed by humans
Humid climate; dense vegetation
Steep, straight hillslopes; deep,very permeable soils; narrow valley bottoms
Thin soils; gentle concave footslopes; wide valley bottoms; soils of high to low permeability
Climate, vegetation and land use
Topograp
hy and soils
Variable source concept
(Dunne and Leopold, 1978)(Dunne and Leopold, 1978)
The old water paradoxThe old water paradox“…“…streamflow responds promptly to streamflow responds promptly to
rainfall inputs, but fluctuations in rainfall inputs, but fluctuations in passive tracers are often strongly passive tracers are often strongly damped. This indicates that storm damped. This indicates that storm flow in these catchments is mostly flow in these catchments is mostly ‘old’ water”‘old’ water”
Kirchner 2003 Kirchner 2003 Hydrological ProcessesHydrological Processes
Runoff Generation Mechanisms
The Water Cycle: More DetailThe Water Cycle: More Detail
Infiltration Infiltration
• ““the entry of waters into the ground”the entry of waters into the ground”• rate and quantity of infiltration = f(rate and quantity of infiltration = f(
– soil typesoil type– soil moisturesoil moisture– soil permeabilitysoil permeability– ground coverground cover– drainage conditionsdrainage conditions– depth to water tabledepth to water table– intensity and volume of precipintensity and volume of precip
PorosityPorosity
• Ratio of void volume to Ratio of void volume to total volumetotal volume
• V = Va + Vw + VsV = Va + Vw + Vs• Voids are spaces filled with Voids are spaces filled with
air and waterair and water• Range of porosity valuesRange of porosity values
– granular mass of uniform granular mass of uniform spheres with loose spheres with loose packing, n=47.6%packing, n=47.6%
– granular mass of uniform granular mass of uniform spheres with tight packing, spheres with tight packing, n = 26%n = 26%
– unconsolidated material unconsolidated material like sandstones and like sandstones and limestones, n = 5-15%limestones, n = 5-15%
• Vv = Va + VwVv = Va + Vw
V
V
V
VV
V
Vn ssv
p
1
Volumetric water content
total
water
V
V
“Hillslopes consist of soils and regolith overlying rock.Both have a definable porosity.”
At saturation,
pn
Horton’s eqn.Horton’s eqn.
tcc effftf 0
f = infiltration rate at some time t, cm/hr or in/hrfo = initial infiltration rate at time zerofc = final constant infiltration capacity, analogous to soil permeabilitybeta = recession constant, hr-1
Rate of Infiltration (velocity of Rate of Infiltration (velocity of flow through unsaturated flow through unsaturated media)media)• Green/Ampt eqn.Green/Ampt eqn.
zhKtf s /
f = infiltration rate or velocity, (in/hr)Ks = hydraulic conductivity, (in/hr)h = pressure head, (in or ft)z = vertical direction, (in or ft)
Infiltration is a function of time because as the ground/soil becomes more saturated, there is less infiltration
Calculate the steady state water discharge at the base of a hillslope. The hillslope is 150 m long, the rainfall rate is 7 mm/hr and the rain has been falling for long enough that the hydrology of the slope may be taken as steady, with a uniform steady infiltration rate of 1.5 mm/hr.
Provide the answer both in m3/s per m length of the bounding stream, and in cubic ft per second (cfs) per linear foot of channel.
S(t) = A R(t) – Q(t) – Qgw(t) – A ET(t)
At steady state the inputs of water to the hillslope must equal the outputs
Q = L[ R – I]Q (R I )L (0.007 0.0015)
m
hr
1hr
3600s150m 2.3x10 4 m3 / s
Q 2.3x10 4 m3
s
1 ft
0.304m
3
2.3x10 4 (35.3) 8.1x10 3cfs
1 cf = .3 m3
GROUNDWATER
TABLE 3.1 Range of Porosity TABLE 3.1 Range of Porosity
Soil TypeSoil Type Porosity, Porosity, pptt
Unconsolidated depositsUnconsolidated deposits
GravelGravel 0.25 - 0.400.25 - 0.40
SandSand 0.25 - 0.500.25 - 0.50
SiltSilt 0.35 - 0.500.35 - 0.50
ClayClay 0.40 - 0.700.40 - 0.70
RocksRocks
Fractured basaltFractured basalt 0.05 - 0.500.05 - 0.50
Karst limestoneKarst limestone 0.05 - 0.500.05 - 0.50
SandstoneSandstone 0.05 - 0.300.05 - 0.30
Limestone, dolomiteLimestone, dolomite 0.00 - 0.200.00 - 0.20
ShaleShale 0.00 - 0.100.00 - 0.10
Fractured crystalline rockFractured crystalline rock 0.00 - 0.100.00 - 0.10
Dense crystalline rockDense crystalline rock 0.00 - 0.050.00 - 0.05
Source: Freeze and Cherry (1979).Source: Freeze and Cherry (1979).
n = Sy + Sr
Specific yield (effective porosity): measure of gw that drains by gravity; storage characteristics of aquifer
Specific retention: measure of gw that doesn’t drain under gravity
http://www.uiowa.edu/~c012003a/14.%20Groundwater.pdf
Hydrograph of streamflow
Hyetograph of rainfall
Initially, there is little runoff => b/c more rain goes into infiltrationLater, there is more runoff => less infiltration due to saturated ground
GROUNDWATER
655.5
656
656.5
657
657.5
658
658.5
0 50 100 150 200 250 300 350 400
Days
Ele
vati
on
(m
sl)
Ground surface
O D F A J A
Large seriesof storms
Cold dry
Series ofsmall storms
Snow
Midwinter melt
Snow
Spring melt
Summer
Large storm
GROUNDWATER
Impermeable rock
Ground water
Salt water
Stream channel
Ocean
Land surface
Vadose zone
Wet-season water tableDry-season water table
Well
Capillary fringe
Infiltration or seepage recharge (unsat. flow) Ground water (sat. flow)
Phreatic zone
GROUNDWATER