Infiltration

17
Infiltration Reading AH Sec 4.3 to 4.4

description

rainfall

Transcript of Infiltration

  • InfiltrationReading AH Sec 4.3 to 4.4

  • 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

  • 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

  • InfiltrometersSingle RingDouble Ringhttp://en.wikipedia.org/wiki/Infiltrometer

  • 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

  • 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

  • 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

  • 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

  • Green Ampt InfiltrationWetted ZoneWetting FrontPonded WaterGround SurfaceDry Soil

  • Green Ampt Infiltration (Cont.)Apply finite difference to the derivative, between Ground surfaceWetting frontWetted ZoneWetting FrontGround SurfaceDry Soil

  • Green Ampt Infiltration (Cont.)Wetted ZoneWetting FrontGround SurfaceDry SoilIntegrateEvaluate the constant of integration

  • Green Ampt Infiltration (Cont.)Wetted ZoneWetting FrontGround SurfaceDry SoilNonlinear equation, requiring iterative solution.

  • 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

  • Ponding timeElapsed time between the time rainfall begins and the time water begins to pond on the soil surface (tp)

  • Ponding TimeUp to the time of ponding, all rainfall has infiltrated (i = rainfall rate)

  • ExampleSilty-Loam soil, 30% effective saturation, rainfall 5 cm/hr intensity