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<br /> <br />~" AREA FOiNT VALUE <br />i _ ._ . .. 1_ ._ -. .00 <br />~ ~1 2 .11 <br />~I 3 ,1 <br />`' ~ 4 .24 <br />5 .29 <br />ii _ __ ____6 - ---- .35 - <br />7 ,41 <br />8 .53 <br />~.. -_ - - __. _-_ - . 9 _.-__ .66 - <br />~ ~~.~ 10 . 68 <br />11 .70 <br />_ .. ___ - __ _.. 12. --._ __ :71 <br />~ 13 .75 <br />l.. i <br />1~====_____'_____________°_____`__`==`=aC°===a ~ e==e===a•~='==`.=s=a=e=s=~ <br />~~ <br />1_ I________________________ DROP SPILLNeY INPUTS =_ ~-_~ _•_-_•_________ <br />ILA <br />I N0. <br />N"I 1. BARREL DIAMETEP - 24.000 INCHES <br />f - - 2. RISER CIAME TER = ----- ----- -- 3E:000 -INCHES <br /> <br />~' ~ <br />I 3. ENT P.ANCE LOSS CCEFFICIENT - 1.000 <br /> , 4. BEND LOSS COEFFICIENI - .500 <br /> 5.- LEnGTH TF-PIPE-- P~000- FEE-T <br /> 6. HEIR CCEFFICIENT - 3.400 <br />~ 7. ORIFICE COEFFICIENT - .600 <br />', 8. MANNING COEFFICIENT -- --- .025 - <br />'I 9. VERTICAL HEAD CROP - 8.500 FEET <br />~ 10. STAGE PRINCIPLE SPILLFAY - 8.500 FEET <br /> <br />L~ <br />V <br />~h <br />~I I <br /> <br />0 9 0 0 0 0 0 0 <br />0 <br /> <br />• <br /> <br />f 9 <br />9 <br />P 9 0 0 <br />9 4 4 0 4 0 4 0 0 0 p O P P <br /> i POND RESULTS <br />~ <br /> - 0 0 0 9 0 0 0 0 0 9 9 0 0 0. 0'0-9 0"9-9-0 9' 0-0-0-0-0-0-P 'P <br /> <br />Vli _ _ _ sPPPP BASIN GEOMETRY PaPOe <br />~_, S1ALE AREA eVERAGE DEP7F DISCHARGE CAPACITY <br />.T" ~ - <br /> <br />f <br />L <br />t <br /> <br />