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<br />PART II-INFILTRATION <br /> <br />1. BACKGROUND THEORY. <br /> <br />Infiltration is defined as the physical process of water flowing tllrough t~le soil <br />surface into the ground. In Hydrologic Engineering applications, infiltration "losses" are <br />deducted from precipitation to compute runoff. Infiltration losses are composed of two <br />primary classifications w~lich include an initial abstraction and an infiltration loss rate. Initial <br />abstraction (or initial loss) is defined as the maximum amount of precipitation that can <br />occur under specific conditions without pro,jucing runof! and is comprised o! interception <br />and depression storage. Interception is the precipitation which is stored on vegetal cover <br />while depression :storage is contained in surface puddles and depression areaS. <br />Evaporation during the storm is also part of the initial abstraction. but is normally <br />considered negligible. The infiltration loss 'ate is the rate at which water passes through <br />the soil surface into the soil. The maximum rate at which water can enter the soil is <br />referred to as the infiltration capacity. <br /> <br />It has been demonstrated that the infiltration capacity of a given soil decreases <br />rapidly during continuous rainfall until a fairly definite minimum rate of infiltration is <br />reached, usually wi'lhin a period of 15 minutes to a few hours. The order of decrease in <br />infiltration capacity and the minimum rate attained are primarily dependent upon the size <br />of soil pores within ttle zone of aeration and the conditions affecting the rate of removal <br />of capillary water from the zone of aeration. Decreases in infiltration capacity during a <br />period of intense rainfall are due prirnarily to: <br /> <br />1) saturation of the soil profile, <br />2) compacton of the surface due to the energy 01 rain impact, <br />3) and in washing of the finer sediments which lodge at points of constriction within <br />the soil profile, and <br />4) swelling of the clay and n,e colloid, reducin!J the size of the internal pores. <br /> <br />At the begi1ning of a period of rainfall. the infiltrafion capacity of a given soil is <br />related to antecedent field moisture and the physical condition of the soil Factors which <br />affect the rate of int-ltration include rainfall c~laracteristics, soil characteristics, condition of <br />the soil mass, soil surface condition, vegetal cover, and soil moisture. Several methods <br />have been developed to account for infiltration losses whicl~ include the Initial and Uniform <br />method, the SCS Curve Number method, Holtan's method, HEC Exponential Method. <br />Horton's method, and the Green & Ampt method. Parameters for each of ttle methods can <br />be determined by calibration when observed rainfall and runoff data are available. while <br />for some of the methods, parameters can be determined from field and laboratory tests. <br />When the infiltration parameters are based on laboratory tests, it should be noted that for <br />various reasons, loss rates in natural drainage basins average much less than rates in <br />controlled laboratory experiments with similar soils, sometimes an order of magnitude <br />smaller. <br /> <br />Colorado Flood <br />Hydrology Manual <br /> <br />DRArT <br /> <br />7.15 <br />