Laserfiche WebLink
<br />i y <br />• i i <br />i}iiiiiriiiiiirriikrriiiiriiiriii#rii#rir <br />iiarii+iiira+iiiiaiiiriiiiiaaaiiaaiiaia <br />SAN LUIS PROJECT <br />AMC II <br />RUNOFF FROM THE WATERSHEDS UPSTREAM OF BMP RT THE <br />SCS METHOD USED TO DETERMINE LAG TIMES <br />FILE: P:\100267\BMP\BMPDLE.IH1 <br />10-YEAR, 29-HOUR STORM; SCS TYPE II DISTRIBUTION, <br /> 7 IO OUTPUT CONTROL VARIABLES <br /> IPRNT 5 PRINT CONTROL <br /> IPLOT 0 PLOT CONTROL <br /> QSCAL 0. HYDROGRAPH PLOT SCALE <br /> IT HYDROGRAPH TIME DRTA <br /> NMIN 1 MINUTES IN COMPUTATION INTERVAL <br /> IDATE 1 0 STARTING DATE <br /> ITIME 0000 STARTING TIME <br /> NQ 2000 NUMBER OF HYDROGRAPH ORDINATES <br /> NDDATE 2 0 ENDING DATE <br /> NDTIME 0919 ENDING TIME <br />• KENT 19 CENTURY MARK <br /> COMPUTATION INTE RVAL .02 HOURS <br /> TOTAL TIME BASE 33.32 HOURS <br /> ENGLISH UNITS <br /> DRAINAGE AREA SQUARE MILES <br /> PRECIPITATION DEPTH INCHES <br /> LENGTH, ELEVATION FEET <br /> FLOW CUBIC FEET PER SECOND <br /> STORAGE VOLUME ACRE-FEET <br /> SURFACE AREA ACRES <br /> TEMPERATURE DEGREES FAHRENHEIT <br />iii }ik kkk iik kki iii iii ikr iii iii iii iii iii ir} iii }i} iii rai iii iii <br />kii *ii ii+ iii #ii iia }ii iii iii iii iak iir iii <br />iiiii}+iiii#ii <br />i i <br />277 KK * E-W i Combine Runoff from East and West Areas to <br />flow into BMP <br />i r <br />rii+iiiaiiiira <br />. 278 KO OUTPUT CONTROL VARIABLES <br />IPRNT 3 PRINT CONTROL <br />