Laserfiche WebLink
<br /> <br />, <br />..Jo: <br />..J::> <br />~oo <br />z:l: <br />-'" I <br />~.:.... 0[52 <br />:ill. <br />"'.... 3 <br />",:I: <br />00 <br />..J~ 4 <br />..J!!; <br />..J 5 <br />..'" <br />"-en <br />z.... <br />-0 <br />"x <br />0:.... <br /> <br />24 <br /> <br />" <br />''iJ <br /> <br />1Y. <br />1.4 <br /> <br />6 <br /> <br /> ~~ ,"",' <br />I . <br />lOSS-..l 1'"""1 - ...--r- ..... <br /> EX CESS...J I <br /> DRA'fNAGE AREA = 1.14 <br /> '-"- FOV = 0.4.0 INCH PER 1 <br /> P= 27.7 !N.-!lQ.MI.= 24. <br /> I...- Re= 21.$.IN.- SO.Mi.= I <br /> HYETOGRAPH <br /> looo CFS <br /> I <br /> . <br /> . , <br /> , <br /> , <br /> , <br /> . <br /> \ . <br /> . <br /> I ., . <br /> / , . <br /> !\ . <br /> / . <br /> I -c- "-.. <br /> ~ . <br /> ) ~ <br /> I-.. <br /> <br />, <br /> <br />SO.MI. <br />HR. <br /><I <br />9.1 <br /> <br />'" <br />.... <br />:I: <br />~20 <br /> <br /> <br />! <br /> <br />. <br />" <br /> <br />~ 16 <br />... <br />~ <br />ii: <br /><312 <br />.... <br />0: <br />11. <br />o <br />.... 8 <br />... <br />.. <br />..J <br />::> <br />:E <br />a 4 <br />o <br />.. <br /> <br />I' <br />":', <br />,~ <br />.t <br /> <br />~ <br />\4.4 <br /> <br />5 <br /> <br /> <br />. <br />.,4 <br />"- <br />0 <br />"- <br />0 <br />en <br />0 <br />z <br />.. <br />~'3 <br />0 <br />:I: <br />l- <br />Z <br />.... <br />'" <br />0: <br />.. <br />:1:2 <br />0 <br />en <br />0 <br /> <br />O,,!~- 3 6 9 12 15 <br />" TIME IN HOURS <br />MA)(~~UM POSS I BlE PRECIPITATION <br />;~ASS R.AINFALL CURVE <br />:::,l":,~ <br />.",j <br />fj <br />"![ <br />';'1 <br />,,--;.'I <br />'I <br />.1 <br />':,J <br /> <br />MAXIMUM POSSIBLE PRECIPITAHPN DATA <br />30 MINUTE PERIOD <br />PRECIPITATION <br />LOSSES <br />EXCESS <br /> <br /> <br />TOT"L~ <br />24.3 <br />'.2 <br />19,1 <br /> <br />I <br />-I <br />! <br />I <br /> <br />ARKANSAS R. WATERSHED-PURGATlORE fl., COLO. <br />PINON CANON OAIi <br /> <br />SPILLWAY DESIGN FLOOD <br /> <br />o <br /> <br />2 <br /> <br /><I <br /> <br />567 <br />TI M.E IN HOURS <br />HYDROGRAPH <br /> <br />SPILLWAY DESIGN FLOOD <br /> <br />SCALE AS SHOWN <br /> <br />4 <br /> <br />8 <br /> <br />9 <br /> <br />10 <br /> <br />/I <br /> <br />12 <br /> <br />