Infiltration
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Transcript of Infiltration
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InfiltrationReading AH Sec 4.3 to 4.4
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InfiltrationGeneralProcess of water penetrating from ground into soilFactors affectingCondition of soil surface, vegetative cover, soil properties, hydraulic conductivity, antecedent soil moistureFour zonesSaturated, transmission, wetting, and wetting front
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InfiltrationInfiltration rateRate at which water enters the soil at the surface (in/hr or cm/hr)Cumulative infiltrationAccumulated depth of water infiltrating during given time period
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InfiltrometersSingle RingDouble Ringhttp://en.wikipedia.org/wiki/Infiltrometer
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Infiltration MethodsHorton and Phillips Infiltration models developed as approximate solutions of an exact theory (Richards Equation)Green AmptInfiltration model developed from an approximate theory to an exact solution
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Hortonian InfiltrationRecall Richards EquationAssume K and D are constants, not a function of q or zSolve for moisture diffusion at surface
f0 initial infiltration rate, fc is constant rate and k is decay constant
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Hortonian Infiltration
Chart1
333
2.15582950581.84905840252.5339458274
1.60017068091.23441905642.1558295058
1.23441905640.90618213571.8490584025
0.99367015640.73089320121.6001706809
0.83520187090.63728334621.398244563
0.73089320120.58729271221.2344190564
0.66223404620.56059612691.1015051129
0.61704049150.5463393030.9936701564
0.58729271220.53872570640.9061821357
0.56771181460.53465980420.8352018709
0.55482306920.53248848340.7776145813
0.5463393030.53132892910.7308932012
0.54075502870.53070969030.6929874868
0.53707928870.53037899720.6622340462
0.53465980420.53020239650.6372833462
0.53306722560.53010808620.6170404915
0.53201894160.53005772140.600617178
0.53132892910.53003082510.5872927122
0.53087474180.53001646160.5764823853
0.53057578180.5300087910.5677118146
k1
k3
k2
k1 < k2 < k3
fc
f0
f1
f2
f3
Time
Infiltration rate, f
Sheet1
4.1826.2732.091
tf1f2f3
0333
0.12.15582950581.84905840252.5339458274
0.21.60017068091.23441905642.1558295058
0.31.23441905640.90618213571.8490584025
0.40.99367015640.73089320121.6001706809
0.50.83520187090.63728334621.398244563
0.60.73089320120.58729271221.2344190564
0.70.66223404620.56059612691.1015051129
0.80.61704049150.5463393030.9936701564
0.90.58729271220.53872570640.9061821357
10.56771181460.53465980420.8352018709
1.10.55482306920.53248848340.7776145813
1.20.5463393030.53132892910.7308932012
1.30.54075502870.53070969030.6929874868
1.40.53707928870.53037899720.6622340462
1.50.53465980420.53020239650.6372833462
1.60.53306722560.53010808620.6170404915
1.70.53201894160.53005772140.600617178
1.80.53132892910.53003082510.5872927122
1.90.53087474180.53001646160.5764823853
20.53057578180.5300087910.5677118146
Sheet2
Sheet3
MBD000A3D93.unknown
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Philips EquationRecall Richards EquationAssume K and D are functions of q, not zSolutionTwo terms represent effects of Suction headGravity headS SorptivityFunction of soil suction potentialFound from experiment
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Green Ampt InfiltrationWetted ZoneWetting FrontPonded WaterGround SurfaceDry Soil
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Green Ampt Infiltration (Cont.)Apply finite difference to the derivative, between Ground surfaceWetting frontWetted ZoneWetting FrontGround SurfaceDry Soil
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Green Ampt Infiltration (Cont.)Wetted ZoneWetting FrontGround SurfaceDry SoilIntegrateEvaluate the constant of integration
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Green Ampt Infiltration (Cont.)Wetted ZoneWetting FrontGround SurfaceDry SoilNonlinear equation, requiring iterative solution.
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Soil ParametersGreen-Ampt model requires Hydraulic conductivity, Porosity, Wetting Front Suction HeadEffective saturationEffective porosity
Soil Class
Porosity
Effective Porosity
Wetting Front Suction Head
Hydraulic Conductivity
n
e
(
K
(cm)
(cm/h)
Sand
0.437
0.417
4.95
11.78
Loam
0.463
0.434
9.89
0.34
Clay
0.475
0.385
31.63
0.03
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Ponding timeElapsed time between the time rainfall begins and the time water begins to pond on the soil surface (tp)
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Ponding TimeUp to the time of ponding, all rainfall has infiltrated (i = rainfall rate)
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ExampleSilty-Loam soil, 30% effective saturation, rainfall 5 cm/hr intensity