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EAST POND ROUTING $$$ 25yr-24hr EVENT WITH POND INITIALLY FULL <br /> PROPOSED POND VOLUME = 2.24 AF <br /> SIMULATES A 10yr AND 25yr EVENT BACK TO BACK. <br /> J iO OUTPUT CONTROL 'VARIABLES <br /> lPRNT 3 PRINT CONTROL <br /> !PLOT 0 PLOT CONTROL <br /> QSCAL 0. HYDROGRAPH PLOT SCALE <br /> IT HYDROGRAPH TIME DATA <br /> NMlN 4 MINUTES IN COMPUTATION INTERVAL <br /> HATE 1 0 STARTING DATE <br /> !TIME 0000 STARTING TIME <br /> NO 'Of, NUMSER OF ORDINAT:S <br /> >YD.ATE 0 ENDING iAT_ <br /> nD:, � 19J6 ENDING T:MC <br /> COMP:i-LT: N INTERVAL C17 HOt!RS <br /> TOT Ai TIME SA-E 19,93 HOURS <br /> ENGLISH NITS <br /> i.a. INFLOW $ INFLG�i TO EAST POND <br /> IN TTME I,ATA FOR INPUT TIME SERIES <br /> JIM!N 120 TIME IN{Ch''t4.. IN MINUTES <br /> jr,DATE 1 0 STARTING DATE <br /> u?T'ME 0 STARTING TIME <br /> SUBBASi;`4 :!NOFF ATA <br /> -3 BA SUBBASIN CHARACTERISTICS <br /> TAREA .,17 SUBBASIN AREA <br /> PRECIPITATION DATA <br /> ? PB STORM 2.70 BASIN TOTAL PRECIPITATION <br /> lit ?1 INCREMENTAL AECIPITATION PATTERN <br /> .13 13 13 .11 <br /> .13 .13 .13 .iZ 1 1 .13 :' .13 <br /> ,13 .13 .13 .13 <br /> li 1J 1v 1J i3 alJ IJ .1J IJ 1J <br /> .13 .13 13 ,1: .13 .0, .i3 .1v <br /> 13 .13 .13 .13 .13 .13 .13 .,J <br /> 33 '' 33 .33 .33 .3's .33 .33 33 <br /> ,JJ ,J.: •31 .JJ rJJ <br /> �7 4� <br /> .JJ <br /> 57 57 <br /> 757 J e 4J <br /> r- <br /> J7 .J! Jt Jf Jt J7 J7 <br /> = <br /> r� 57 5� c� 57 7 c <br /> .Jt ,,,t r ... .Jr .5 .J7 .57 ,57 <br /> .63 ,63 .63 .63 .63 .63 .63 .63 .63 <br /> 63 0! .6' .6v .53 .53 .0 .5: .63 .53 <br /> 53 63 .63 .63 63 63 .63 .03 .63 <br /> .60 b: 60 .60 .60 .60 .60 .sit .60 .60 <br /> .60 .60 .60 .60 .60 .60 .60 .60 .60 .60 <br /> 4?t _i'1 .66 .50 .&0 .50 .60 .60 .60 .60 <br />