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<br /> <br />AREA= 99.1 <br /> VEL= 8.0 <br />SPECIAL BRIDGE <br />SB XI<: XI<:OR COFQ ROLEN BWC BWP BAREA SS ~LCHlJ ELCHO <br /> 0.0 2.10 2.60 0.0 19.00 0.0 59.00 0.0 86 1.40 8630.40 <br />-SECNO 26.200 <br />3301 HV CHANGEO MORE THAN HVINS <br />PRESSURE ANO WEIR FLOW <br />EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOIO ELLC ELTRO <br />8641.43 0.0 161. AR~A 8636.90 <br />8637.57 633. 59. 6 . 8634.90 <br /> 26.20 7.49 8638879 0.0 8638.11 8639.26 0.47 2.75 0.0 8636.90 <br /> 7952 9. 7 6. O. 5 143. 0.0~3 1 o. 86iE3~0 <br /> o 0 1.88 5.50 0.01 0.073 0.045 0.043 8631.30 <br />0.003532 42. 42. 42. 2 0 2 0.0 21.75 21.79 <br />fLOW 0lSTRI8UTION FOR SECNO= 26.20 CWSEL= 8638.79 <br />SU. O. 3'9~ 9 22. <br />PER Q.. 1.1 <br />AREA"' 4.6 14 :9 <br /> VEL" 1.9 5.5 <br />-SECNO 27.000 <br />SECNO OEPHi CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV <br />Q QLOB GCH QROB ALOB ACH AROB VVL TWA LEFT/R~~HT <br />TlM~ VLOB VCH VROB XNL XNCH XNR W N ~b~~~o ~NO~T <br />SLO E XLOBL XLCH XLOBR !TRIAL IOC ICONT CORAR <br /> <br />7185 MINIMUM SPECffIC ENERGY <br />3720 CRITICAL OEP H ASSUMED <br /> <br />3470 ENCROACHMENT STATIONS= <br />27~00 3.83 8640.03 <br />7~5. 290. 505 <br />0.02 2.78 9.19 <br />0.020075 100. 200. <br /> <br />200.0 <br />8640.03 <br />O. <br />0.0 <br />250. <br /> <br />8639.68 <br />lu4 <br />0.100 <br />3 <br /> <br />282.0 TYPE= <br />8640.90 <br />55 <br />0.045 <br />11 <br /> <br />1 TARGET= <br />0.88 1.27 <br />0, 2. <br />0.10u 0.045 <br />o 0.0 <br /> <br />82.000 <br />0.21 <br />1. <br />8636.20 <br />82.00 <br /> <br />8638 30 <br />100000.00 <br />200.00 <br />282.00 <br /> <br />fLOW DISTRI8UTION <br /> <br />STA= 200. <br />PER_Q= 26.3 <br />AREA= 76.4 <br />VEL= 2.7 <br /> <br />FOR SECNO= <br /> <br />27.00 <br /> <br />CWSEL= <br /> <br />8640.03 <br /> <br />250. <br />10.1 <br />27.7 <br />2.9 <br /> <br />267. <br />63.6 <br />55.0 <br />9.2 <br /> <br />282. <br /> <br />-SECNO 28.000 <br />3301 HV CHANGED MORE THAN HVINS <br />