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<br />! ~ <br /> <br />TABLE-I <br />TABLE -2 <br />TABLE -3 <br />TABLE-4 <br />TABLE -5 <br />TABLE-6 <br />TABLE-7 <br />TABLE -8 <br />TABLE -9 <br />TABLE -10 <br />TABLE -II <br />TABLE -12 <br />TABLE -13 <br />TABLE -14 <br />TABLE -15 <br />TABLE -16 <br />TABLE -17 <br /> <br />, <br />" <br />" <br /> <br />. <br /> <br />LIST OF TABLES <br /> <br />CUHP SUB- W A TERSRED PARAMETERS <br />RAINFALL DISTRIBUTION <br />CUHPFLOWS~RY <br />SWMM ROUTING PARAMETERS <br />ROUTING ELEMENT FLOW S~RY <br />COLLECTOR STORM SEWER FLOW CAPACITY <br />STREET FLOW CAPACITY <br />COMPARISON OF FLOW TO DRAINAGE FACILITIES CAPACITY <br />MONTHLY MEAN MAXllvlUM TEMPERATURE <br />MONTHLY MEAN MINIMUM TEMPERATURE <br />APPROXIMATE MAXIMUM DAILY TEMPERATURE FLUCTUATION IN MAY <br />FLOW COMPARISON OF SPAR GULCH AT ORIGINAL STREET <br />FLOW COMPARISON OF VALLEJO GULCH AT DURANT STREET <br />SNOWMELT ONLY DUE TO REA T TRANSFER FROM RAIN TO SNOW <br />RAINFALL AND SNOWMELT DISTRIBUTION <br />DIFFERENCE IN RUNOFF DUE TO INFILTRATION RATES AND METHODOLOGY <br />INPUT DATA USED TO GENERATE FLOWS SHOWN IN TABLE 16 <br /> <br />ii <br />