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<br />GR t..28-<i.9 860 <br />Xl 1290 36 210 284 254 238 246 <br />G,r:; 6287.0 0 6236_2 29 6285.1 58 -S284_7 <br />GR 6283.1 147 6283_6 177 6283_7 198 6283.8 <br />GR 6279.6 245 6274.5 255 6272.7 265 6273.1 <br />GR 6282.4 308 6282_8 330 6232_6 359 6282.4 <br />GR 6280.6 420 6280.8 440 6281.3 461 6281.1 <br />GR 6281.5 529 6282.5 557 6283_5 586 6283.8 <br />OR 6284.3 679 6284.8 716 ~285.7 743 6286_4 <br />GR 6285.4 304 <br />NO 0_070 0_070 0_085 0_100 0_300 <br />Xl 1300 30 81 245 214 214 236 <br />GR 6238.7 0 6288_5 38 6288_1 69 6287_8 <br />G.t:.: 6276.0 1-02 6275.9 111 6286.1 123 6285.6 <br />GR 6282.J. 197 6280_8 207 6284.2 226 6286.9 <br />G~ 6286_9 329 6286_9 371 6287_0 419 6287.4 <br />GR 6287_2 519 6288_2 553 6288.0 584 6287.7 <br />GR 6289_4 641 6289.4 672 6289_2 690 6294_4 <br /> <br />07/13/90 11;52;22 <br />SECNO DEPTH OWSEL CRIWS WSELK EG <br />Q QL08 GOH QROS ALOS ACH <br />lIME VL08 veH VROS XI\JL XNCH <br />SLOPE XLOBL XLCH XLOSR !TRIAL IDe <br /> <br />HV <br />AR08 <br />XNR <br />ICONT <br /> <br />HL <br />VOL <br />WTr-I <br />CORAR <br /> <br />OLOSS SANK ELEV <br />TWA LEFT/RIGHT <br />ELMIN SSTA <br />TOP..HD t:NDST <br /> <br />*PRO:= 1 <br /> <br />CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SEOTIONS <br /> <br />CCHV= .100 CEHV= .300 <br />*SECNO 1000.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />3280 CROSS SECTION <br /> <br />1000.00 EXTENDED <br /> <br />.56 FEET <br /> <br />CONFLUENCE WITH WHITE RIVER <br />.1 DOWNSTREAM END OF EXPANSION STRUCTURE <br />.2 MIDDLE OF EXPANSION STRUCTURE <br />UPSTREAM END- OF EXPANSION STRUCTURE <br />3.06 6221_06 6220_56 6225.00 <br />o. 120.0)o} 1.730 _(\(,;0) o. <br />.00 1.92 2.37 .000 <br />O. O. D. 0 <br /> <br />.3 <br />1000.000 <br />1850. <br />.00 <br />004999 <br /> <br />6221.14 <br />63. <br />.080 <br />16 <br /> <br />08 <br />73L <br />.045 <br />7 <br /> <br />,00 <br />O. <br />.000 <br />.00 <br /> <br />,00 <br />O. <br />6218.00 <br />780_83 <br /> <br />o <br /><:;C~IV:::. .100 CEHV-= .300 <br />t:SEc~m 1000" 100 <br />3280 CROSS SEOTION 1000.10 EXTENDED <br /> <br />5.30 FEET <br /> <br />3,301 H'j CHANGED 110RE THAN HVING <br /> <br />718-5 tHNIMUM -SPECIFIC a~ERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />6229.40 ELREA= <br /> <br />6229.40 <br /> <br />1000_100 <br /> <br />8.40 6226_80 6226_80 <br /> <br />.00 6230.04 <br /> <br />3.25 <br /> <br />.84 <br /> <br />,,,<:/\ <br /> <br /> , <br />87 6283.7 115 <br />2LO 6281.8 227 <br />273 6282.0 284 <br />390 6281.4 408 <br />485 6281_0 504 <br />620 6284.3 650 <br />766 6285.5 770 <br /> <br />81 <br />155 <br />245 <br />458 <br />599 <br />700 <br /> <br />6225.00 <br />6225.00 <br />1401- 04 <br />2640.00 <br /> <br />.95 6229.40 <br /> <br />6284_4 <br />6283_9 <br />6286_9 <br />6287_2 <br />6288.9 <br />6296.6 <br /> <br />94 <br />175 <br />287 <br />496 <br /> <br />62_S <br /> <br />710 <br /> <br />PAGE 10 <br /> <br /> <br /> <br />