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<br />tit <br /> <br />e <br /> <br />e <br /> <br />TABLE 2: INPUT DATA USED TO GENERATE FLOWS SHOWN IN TABLE 1 <br /> AVAILABLE <br /> SATURATED WETTING SOIL INITIAL <br /> HYDRAULIC FRONT GROWTH MOISTURE HYDRAULIC <br />COMPUTER LOSS RUNOFF ABSTRACT IMPERV, CONDUCTIVITY SUCTION INDEX CAPACITY CURVE CONDUCTIVITY DECAY <br />PROGRAM METHODOLOGY TYPE LOCATION (inches) (%) (inthr) (inches) (GIA) (in) NUMBER (inthr) COEFFICIENT <br />CUHPtSWMM Horton's RAIN Vallejo Gulch 0.1 25 0.6 4.5 0.0018 <br />HEC-' SCS RAIN Vallejo Gulch 0.2 20 55 <br />HEC-l Holtan's RAIN Vallejo Gulch 20 0.5 1.5 <br />HEC-l Green-Ampt RAIN Vallejo Gulch 0.2 20 0.85 4.3 <br />FLO-2D Green-Ampt RAIN Vallejo Gulch 0.2 20 0.5 4.8 <br />CUHPtSWMM Horton's RAIN Spar Gulch 0.1 10 0.5 3 0.0018 <br />HEC-l Green-Ampt RAIN Spar Gulch 0.2 20 0.3 6.2 <br />FLO-2D Green-Ampt RAIN Spar Gulch 0.2 20 0.3 6.2 <br /> <br />NOTE: Infiltration parameters were estimated based on the soil types and conditions expected to be found <br />within the two sub-watersheds. When applicable, the values of the infiltration parameters were kept <br /> <br />CASFM.Table xIs <br />InfillnpulData.Table2 <br /> <br />'NRC Engineenng. tne <br />