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 />POND 6 <br />Catch Basin 6 <br />Qin = 1.28 CFS @ 9.96 HRS, VOLUME= <br />Qout= 1.26 CFS ® 9.97 HRS, VOLUME= <br />ELEVATION AREA INC.STOR CUM.STOR <br />(FT) (AC) (AF) (AF) <br />123.0 0.00 0.00 0.00 <br />124.5 .01 .01 .01 <br />.13 AF <br />.13 AF, ATTEN= 1t, LAG= .8 MIN <br />STOR-IND METHOD <br />PEAK STORAGE = 0.00 AF <br />PEAK ELEVATION= 123.6 FT <br />FLOOD ELEVATION= 124.5 FT <br />START ELEVATION= 123.0 FT <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Tdet= 4.4 MIN (.13 AF) <br /># ROUTE INVERT OUTLET DEVICES <br />1 P 123.0' 18" CULVERT <br />n=.012 L=180' S=.331/' Ke=.9 Cc=.9 Cd=.47 <br />POND 6 INFLOW & OUTFLOW <br />Catch Basin 6 <br />1.2 STOR-IND METHOD <br />1.1 PEAK STOR= 0.00 AF <br />1.0- PEAK ELEU= 123.6 FT <br />•g Qin= 1.28 CFS <br />.8 Qout= 1.26 CFS <br />4 LAG= .8 MIN <br />v <br />.6 <br />3 .5 <br />0 <br />-J .4 <br />LL <br />3 <br />2 <br />1 <br />0.0� m rn m <br />TIME Chour5) <br />C] <br />C7 <br />