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<br />TABLE 17 : INPUT DATA USED TO GENERATE FLOWS SHOWN IN TABLE 16 <br /> <br /> AVAILABLE <br /> SATURATED WETTING SOil INITIAL <br /> HYDRAULIC FRONT GROWTH MOISTURE HYDRAULIC <br />COMPUTER LOSS ABSTRACTlON IMPERvtOUSNESS CONDUCTlVHY SUCTION INDEX CAPACITY CURVE CONDUCTIVI1Y DECAY <br />PROGRAM METHODOLOGY RUNOFF TYPE tOGA nON (inches) ("to) "(infllr) (inches) (GIA) in) NUMBER (inthr) COEFFICIENT <br />CUHPISWMM Horton's RAIN Vallejo Gulch 01 25 0.6 4.5 0.0018 <br />~EC-l SCS RAIN Vallejo Gulch 0.2 20 55 <br />EC-1 Unifonn RAIN Vallejo Gulch 0.2 20 0.5 <br />HEC,1 Holtan's RAIN Vallejo Gulch 20 0.5 1.5 <br />HEC-l Green-Ampt RAIN Vallejo Gulch 0.2 20 Q,85 4.3 <br />FlO.2D Green-Ampt RAIN Vallejo Gulch 0.2 20 0.5 4.8 <br />CUHPISINMM Horton', RAIN Spar Gutch 0.1 10 0.5 3 0.0018 <br />HEC-1 Green-Amp! 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 />HEC.1 Unllo!m (K=O.05 In/hr) Rain and Snowmelt Vallejo Gulch 0 20 0,05 <br />HEC-l Ufliform (K=O.5 In/hr) Rain and Snowmelt Vallejo Gulch 0 20 0.5 <br />HEC.l Uniform (K=0.651n/h~ Rain and Snowmelt Vallejo Gulch 0 20 0.85 <br /> <br />NOTE: Infiltration parameters were estimated based on the salt types and condi\\ons expected \0 be found within the two sub-watersheds. When <br />appfieable, the values of the Infiltration parameters were kept constanl for the dinerent methodologies. <br /> <br />FlowComp.xls <br />InnUnputData- T able17 <br /> <br />WAC Engineering <br />PN 19&3 <br /> <br />9122/98 <br />3:03 PM <br />