Laserfiche WebLink
Data for Forward Landfill (South), Stockton, CA <br />100 -yr storm: TYPE I 24-HOUR RAINFALL= 3.36 IN <br />Prepared by GeoSyntec Consultants 9 Nov 99 <br />HydroCAD 5.00 000663 (c) 1986-1998 Applied Microcomputer Systems <br />10 SUBCATCHMENT 1 Subcatchment 1 <br />PEAK= .51 CFS Q 9.99 HRS, VOLUME= .05 AF <br />ACRES CN SCS TR -20 METHOD <br />.50 79 Open area, fair condition 50-75t TYPE I 24-HOUR <br />RAINFALL= 3.36 IN <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Method Comment Tc (min) <br />TR -55 SHEET FLOW Sheet Flow 1 7.9 <br />Grass: Short n=.15 L=75' P2=1.5 in s=.05 <br />SHALLOW CONCENTRATED/UPLAND FLOW Flow along berm 1.5 <br />Unpaved Kv=16.1345 L=200' s=.02 '/' V=2.28 fps <br />Total Length= 275 ft Total Tc= 9.4 <br />SUBCATCHMENT 1 RUNOFF <br />Subcotchment 1 <br />TIME (hours) <br />n <br />.50 <br />AREA= .5 AC <br />.45 <br />Tc= 9.4 MIN <br />.40 <br />CN= 79 <br />r, <br />.35 <br />SCS TR -20 METHOD <br />in <br />TYPE I 24-HOUR <br />U <br />30 <br />RAINFALL= 3.36 IN <br />.25 <br />PEAK= .51 CFS <br />3 <br />O <br />20 <br />@ 9.99 HR5 <br />I15 <br />VOLUME= AF <br />LL -10 <br />.05 <br />.05 <br />0.00^ <br />r7 <br />m rn m <br />— ces v in a� m m <br />TIME (hours) <br />n <br />