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FLOOD08228
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Last modified
1/25/2010 7:14:00 PM
Creation date
10/5/2006 3:29:11 AM
Metadata
Fields
Template:
Floodplain Documents
County
Boulder
Community
Boulder
Stream Name
Boulder Creek
Basin
South Platte
Title
Urban Drainage and Flood Control District
Date
3/1/1990
Prepared For
Boulder Creek
Prepared By
Goerge V. Sabol
Floodplain - Doc Type
Flood Mitigation/Flood Warning/Watershed Restoration
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<br />I~ <br />Ii <br /> <br />Hydrologic Design Manual <br />for Maricopa County <br /> <br />Rainfall Losses <br /> <br />, <br />II <br />11 <br />II <br />11 <br />*j <br />*l <br />Ii <br />iJ <br />ii <br />*1 <br />jJ' <br />11 <br />il <br />iJ <br />iJ <br />iJ <br />II <br /> <br />4.4.2 Initial Loss Plus Uniform Loss Rate (IL+ULR) <br /> <br />This is a simplified rainfall loss method that is often used, and generally accepted, <br />for flood hydrology. In using this simplified method it is assumed that the rainfall <br />loss process can be simulated as a two-step procedure, as Illustrated in Figure 4.13. <br />First, all rainfall is lost to runoff until the accumulated rainfall is equal to the initial <br />loss; and second, after the initial loss is satisfied, a portion of all future rainfall is <br />lost at a uniform rate. <br /> <br />According to HEC-1 nomenclature, two parameters are needed to use this method; <br />the initial loss (STRTI.) and the uniform loss rate (CNSTL). The initial loss (STRTI.) <br />is the sum of all losses prior to the onset of runoff and is made up of surface retention <br />loss (IA) and an initial amount of infiltration (IL); therefore,STRTI. = IA + IL. Values <br />of the infiltration component (IL) ofSTRTI. for bare ground according to soil texture <br />classification are shown in Columns (3) through (S) in Table 4.3. These values have <br />been derived from the Green and Ampt infiltration equation and parameter values <br />that are shown in Table 4.2. <br /> <br />The value of IL "Dry" should be used for soil that is usually in a state of low soil <br />moisture at or near the wilting point for vegetation. This is a reasonable assumption <br />for most nonirrigated lands in Maricopa County because of the infrequency of <br />rainfall and because of the rapid drainage of these soils after rainfall. The value of <br />IL "Normal" should be used for soil that is usually in a state of moderate soil <br />moisture such as occurs for irrigated lawns, turf, and pennanent pastures. The <br />value ofIL "Saturated" is used for a soil maintained in a state of high soil moisture, <br />such as in irrigated agricultural lands. <br /> <br />Values of IL for bare ground that have been classified according to hydrologic soil <br />group are shown in Table 4.4. These values within each hydrologic soil group have <br />been derived from the data in Table 4.3 for the various soil texture classifications. <br /> <br />The uniform loss rate (CNSTL) represents the long-term, equilibrium infiltration . >tt <br />capacity of the soil. The values of CNSTL shown in Column (2) of Table 4.3 for soils c/tH.,'A <br />according to soil texture (IF 'fi.;alislI are equivalent to the hydraulic conductivity <br />at natural saturation (XK5AT) as determined for the Green and Ampt equation <br />(Table 4.2). The values of CNSTL for soils classified according to hydrologic soil <br />groups are shown in Table 4.:zfrhese values within each hydrologic soil group have <br />been selected from inspection of XKSAT values in Table 4.2 for the various soil <br />texture classifications. Values of CNSTL shown in Table 4.4 are consistent with <br />general infonnation available for estimating CNSTI. as shown in Table 4.5. Figure <br />4.11 can be used to estimate CNSTL based on an estimate of CN if adequate soils <br />data is not available. <br /> <br />,,<<o-;<<,;~<<*~<<,~,:=,:,':-X-H':-:<N:*:-;N:0:-;:-:-:,~*'YMA::<<<-:<<-:-:-:-'"<<<<';':-:<<,:-:,~<<,:-;,,;,:,:-:-:<<*:-:,:,:,~:{'?N:W":;':{~<<t..,;{.:-:<<.;{-w.-::'l':O:<<<':',,:,:,,~,:,:,,?_<<<<:<(,,:*:,-:<<,~_":';'?A:*;';~';":';':-:';-:<<<<<->:<":<<':- <br />61 <br />
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