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 />HVdroCAD 5 00 000663 (c) 1986-1998 Applied Microcomputer Systems <br />Catch Basin 4 <br />Qin = 13.57 CFS @ 9.99 HRS, VOLUME= 1.42 AF <br />Qout= 13.54 CFS @ 9.99 HRS, VOLUME= 1.42 AF, ATTEN= 0%, LAG= .4 MIN <br />ELEVATION <br />AREA <br />INC.STOR <br />CUM.STOR <br />(FT) <br />(AC) <br />(AF) <br />(AF) <br />32.5 <br />0.00 <br />0.00 <br />0.00 <br />34.5 <br />.01 <br />.01 <br />.01 <br />STOR-IND METHOD <br />PEAK STORAGE = .01 AF <br />PEAK ELEVATION= 34.4 FT <br />FLOOD ELEVATION= 34.5 FT <br />START ELEVATION= 32.5 FT <br />SPAN= 7-20 HRS, dt=.03 HRS <br />Tdet= 1.2 MIN (1.42 AF) <br /># ROUTE INVERT OUTLET DEVICES <br />1 P 32.5' 24" CULVERT <br />n=.012 L=320' S=.0051/' Ke=.5 Cc=.9 Cd=.6 <br />POND 4 INFLOW & OUTFLOW <br />Catch Basin 4 <br />13 <br />12 STOR-IND METHOD <br />PEAK STOR= .01 AF <br />11 PEAK ELEU= 34.4 FT <br />10- <br />9- Gin= 13.57 CFS <br />8 Gout= 13.54 CFS <br />LAG= .4 MIN <br />7 <br />6- <br />5 <br />4 <br />3 <br />2- <br />1 <br />0^ ao rn m cv v in r m m m <br />TIME (hours) <br />v <br />C7 <br />�l <br />