Laserfiche WebLink
Data for Forward Landfill (South), Stockton, CA <br />100-yiZ storm: TYPE 124 -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 />REACH 6 Ditch between Catch basins 5 and 6 <br />Qin = .32 CFS @ 10.00 HRS, VOLUME= .03 AF <br />Qout= .31 CFS @ 10.03 HRS, VOLUME= .03 AF, ATTEN= 2W, LAG= 1.8 MIN <br />DEPTH END AREA DISCH <br />(FT) <br />(SQ -FT) <br />(CFS) <br />0.0 <br />0.0 <br />0.00 <br />.2 <br />0.0 <br />.05 <br />.3 <br />.2 <br />.33 <br />.5 <br />.4 <br />.97 <br />.6 <br />.8 <br />2.54 <br />.9 <br />1.6 <br />6.19 <br />1.2 <br />2.9 <br />13.32 <br />1.5 <br />4.5 <br />24.16 <br />0' x 1.5' CHANNEL <br />SIDE SLOPE= .5 <br />n= .03 <br />LENGTH= 105 FT <br />SLOPE= .02 FT/FT <br />STOR-IND+TRANS METHOD <br />PEAK DEPTH= .29 FT <br />PEAK VELOCITY= 1.8 FPS <br />TRAVEL TIME = 1.0 MIN <br />SPAN= 7-20 HRS, dt=.03 HRS <br />REACH 6 INFLOW & OUTFLOW <br />Ditch between Catch basins 5 and 6 <br />30 <br />0' x 1.5' CHANNEL <br />'28 <br />SIDE SLOPE= .5 '/' <br />.26 <br />n=.03 L=105' S=.02 <br />.24 <br />,. .22 <br />STOR-IND+TRANS METHOD <br />j) .20 <br />VELOCITY= 1.6 FPS <br />14- 18 <br />TRAVEL= 1 MIN <br />16 <br />14 <br />Gin= .32 CFS <br />3 <br />O .12 <br />Gout= .31 CFS <br />J 10 <br />LAG= 1.8 MIN <br />L` .08 <br />.06 <br />.04 <br />.02 <br />0.001 <br />CO E� m <br />N M v 117 W t- M M m <br />TIME (hours) <br />v <br />v <br />v <br />