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<br /> /Jf",y \v....... -/... ".. r""I <br />I uJ/C",,,, b,necJ 0P,I \w"X <br /> HEN IlIPOT PAGE 1 <br />I LIKE ID.......1...... .2...... .3...... .4...... .5...... .6...... .7...... .8...... .9..... .10 <br /> 1 ID CITY OF GlEELEY 8 <br />I 2 ID P!:TERSON RESERVOIR <br />3 ID PIlP FUJOD - lOCAL TllUNDERSTORII <br /> 4 ID USBR SYIlTllE'lIC UNIT HYDROGRAPll <br />I 5 ID JULY 1992 <br />6 ID THE ENGINEERING CO. JBZ <br />7 IT 5 150 <br />I 8 IO 3 0 <br />9 JR mc 1.0 <br /> 10 KK BASIN1 <br />I 11 JOI PIlP CALCULATION <br />12 BA 2.70 <br /> 13 PH 0.01 1.95 4.32 6.36 7.38 7.82 8.59 <br />I 14 to 0.10 0.10 45.0 <br />15 Ul 22 60 232 727 1206. 1719. 2244. 2605. 2212. 1848. <br />16 Ul 1448 1041 776 617 497. 412. 344. 295. 255. 226. <br /> 17 UI 203 179 162 146 134. 122. 110. 96. 92. 83. <br />I 18 Ul 76 69 62 57 53. 48. 43. 40. 35. 32. <br />19 UI 29 26 25 23 20. 19. 16. 15. <br />I 20 KK BASIN2 <br />21 KM RAINFALL DIRECTLY ON RESERVOIR <br /> 22 BA 0.083 <br />I 23 LD 0 0 100 <br />24 01 676 0 <br /> 25 KK COIIB <br />I 26 KO 1 0 <br />27 JOI COIIBINE HYDROGRAPHS <br /> 28 BC 2 <br />I 29 KK DAII <br />30 JOI ROUTE FLOWS TJIROUGB DAII <br /> 31 KO 1 0 <br />I 32 RS 1 ELEV 32 <br />33 SV 0 56 113 172 232 293 355 418 482 546 <br /> 34 SQ 0 285 806 1480 2373 3669 5226 6997 8955 11081 <br />I 35 SE 32 33 34 35 36 37 38 39 40 41 <br />36 SS 32 150. 3.7 1.5 <br /> 37 ZZ <br />I <br />I <br />I <br />I <br />I <br />