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 3 Subcatchment 3 <br />PEAK= 2.05 CFS Q 9.97 HRS, VOLUME= .20 AF <br />ACRES CN SCS TR -20 METHOD <br />1.90 79 Open area, fair condition 50-75% 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 6.8 <br />Grass: Short n=.15 L=160' P2=1.5 in s=.33 <br />RECT/VES/TRAP CHANNEL V -ditch, grass lined .8 <br />D=1.1' SS= .5 '/' a=2.42 sq -ft Pw=4.9' r=.492' <br />s=.02 '/' n=.03 V=4.37 fps L=220' Capacity=10.6 cfs <br />Total Length= 380 ft Total Tc= 7.6 <br />SUBCATCHMENT 3 RUNOFF <br />Subcotchment 3 <br />2.0 <br />AREA= 1.9 AC <br />1.8 Tc= 7.6 MIN <br />1.6 CN= 79 <br />.� 1.4 SCS TR -20 METHOD <br />0 TYPE I 24-HOUR <br />' 1.2 <br />U RAINFALL= 3.36 IN <br />U <br />1.0 <br />3 PEAK= 2.05 CFS <br />0 .8 C' 9.97 HRS <br />-i 6 VOLUME= .20 AF <br />4 <br />.2 <br />0.0^ rn m - cv r7 v in r ao m m <br />N <br />TIME Chour5) <br />