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<br />i. <br /> <br />I: <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />i. <br />~. <br />. <br />. <br />. <br />. <br />i. <br />, <br />'. <br />. <br />. <br />i. <br />. <br />. <br />. <br />:. <br />. <br />. <br />. <br />!. <br />. <br />. <br />. <br />I. <br />I. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />Bosley Wash Drainage Master Plan Phase I: Watershed Floodplain Delineation <br />I ~-m.~~~~~a,~;;.~i!l)~,:,'~lt;;'!';l,;,,:ii'ti,h;i, <br /> <br />For hydrologic routing elements along poorly defined channels or grassy swales, the Lag Method <br />was used, In this method, the travel time is calculated using the shallow concentrated flow <br />values, as described above, The upstream hydrograph is then translated downstream and lagged <br />by the travel time, <br /> <br />4.3 Curve Number Development <br /> <br />The SCS Curve Number method was selected to represent rainfall losses, The SCS Curve <br />Number is a function of hydrologic soil type, ranging from Type A (very well-drained) to Type <br />D (very poorly-drained), land use and cover, Most of the upper basin was classified by the <br />Natural resources Conservation Service (NRCS) as "badlands", and given a soil classification of <br />D (USDA, 2001), Soil types found in the lower basin ranged from B to D, The land use for the <br />upper basin was classified rangeland, with minimal herbaceous cover, poor hydrologic condition, <br />antecedent moisture condition II (average), with a resulting curve number of 89, Land uses for <br />the lower basin were determined based on GIS mapping and was composed of residential, <br />orchard, and grassland land uses, Table 4 presents the percentage of each land use along with the <br />resulting curve numbers, <br />, <br /> <br />.- <br /> <br />-""'-'~\Willnr~;;",~,l,o: <br /> <br />~ <br /> <br />lil"1 <br /> <br />.~~ <br /> <br />/;"~..:r.f~'7,, <br />') ~.' <br />p - '\ <br />"'f~,~~(;\.,!,;:\". <br /> <br />~.' <br />~ <br /> <br />Page 13 <br />