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<br />II <br />I SLOPE XLOBL XLCH .BR 'TRDU. 'DC 'com CORAA "'. ENOST <br />FLOW OISTRIBtJ'1'ION FOR SECNQ.. 14.00 CWSBL= 5359 16 <br /> STA.. 1041. 1199. <br /> PER C= 100.0 <br /> AREA_ 993.3 <br /> VEL. 7.' <br /> DBPnI= 6.' <br /> *SECNO 15.000 <br /> 15.000 9.62 5361.12 5359.22 .00 5362.47 1.35 2.30 .15 5365.00 <br /> 7400.0 .0 7400.0 .0 .0 793.7 .0 92.3 14.6 5365.00 <br /> .15 .00 9.32 .00 .000 .050 .000 .000 5351.50 1161.41 <br /> .00850' 360. 360. 360. 2 28 0 .00 123.76 1285.17 <br /> FLOW DISTRIBUTION FOR SECNO= 15.00 CWSEL= 5361 12 <br /> STA_ 1161. 1296. <br /> E'BR Q= 100.0 <br /> AREA_ 793.7 <br /> VEL_ '.3 <br /> DEPTH= 6.' <br /> "SECNO 15.500 <br /> 3301 HV CHANGED MORE THAN !lVDIS <br /> 7185 MINIMUM SPECIFIC ENERGY <br /> 3720 CRITICAL DEPTH ASSUMED <br /> 15.500 10.94 5363.44 5363.44 .00 5367.20 3.75 2.05 .n 5370.00 <br /> 7400.0 .0 7400.0 .0 .0 475.9 .0 94.7 14.9 5366.00 <br /> .15 .00 15.55 .00 .000 .050 .000 .000 5352.50 1068.97 <br /> .021489 160. 160. 160. 0 17 0 .00 64.64 1133.60 <br /> FLOW DISTRlBU'I'ION FOR SECHO. 15.50 CWSEL.. 5363.44 <br /> STA= 1069. 1160. <br /> PER Q= 100.0 <br /> """". 475.9 <br /> VEL' 15.5 <br /> DEPTH.. 7.' <br /> 09SEl'97 07 47:22 'AGE 28 <br /> T1 DUTCH CREEK IMPROVEMENTS FINAL DES IGN F100dway <br /> T2 LOMR 5u1:mitta1 LOVE & ASSOCIATES, mc. <br /> T3 9432}LFW.[ltl.T 9432H 9/4/97 <br /> J1 ICHECK mo NlNV IOIR STET METRIC HVmS 0 WSEL eo <br /> 5323.87 <br /> J2 NPROF mOT PRFVS XSECV XSECH '" ALLDC 'BW CHNJM 'TRACE <br /> 15 -1 -.10 15 <br /> 1037 <br /> 09SEP97 07:47 :22 PAGE 29 <br /> S= DEPTH CWSEL ORlWS WSELK EG !IV nL OLOSS L-BANK ELEV <br /> 0 OLOB OCR QRoa ALOB ACH ARCB VOL TWA R-BANK ELEV <br /> TlME VLOB VCR VROB XNL XNCH """ Wl'N ELMm SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL 'DC 'COOT CORAA TOPWIO ENDST <br /> ~PROF 2 <br /> CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS <br /> ALLOWABLE ERROR FOR CRITICAL DEPTH DETERMINATION (ALLOC) .100 PERCENT OF THE DEPTH <br />0 <br /> <br />CCHV. .100CEHV'= .300 <br />"SEalO 1037.000 <br />1037 .000 4.77 5323.87 5323.70 5323.87 5325_29 1.42 .00 .00 5321 co <br />7400.0 114.7 6782.6 502.7 16.5 700.1 51_3 .0 .0 5322 .00 <br /> .00 6.96 9.69 8.19 .040 .055 .040 .000 5319.10 168 .52 <br />.022602 o. o. o. 0 13 0 .00 237.09 405 .61 <br /> <br />FLOW DISTRIBUTION FOR SEalO.. <br /> <br />1037.00 <br /> <br />CWSEL= 5323.87 <br /> <br />STA= 169. 180. 370. 400. 406. <br />PER Q~ 1.6 91.7 6.' .. <br />AREA_ 16.5 700.1 56.1 2 <br />VEL' 7.0 '.7 B.5 5.2 <br />DEPTH= 1.4 3.7 1.9 ., <br />.SECNO 1087 .000 <br /> <br />3301 HI! CHANGED MORE THAN HVINS <br /> <br />7185 MINIMUK SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br />1087.000 6.45 5325.72 <br />7400.0 .0 7400.0 <br />.00 .00 12.48 <br />.027133 85. 50. <br /> <br />5325.72 <br />.0 <br />.co <br />20. <br /> <br />,00 5328.14 2.42 1.22 .30 5326 .00 <br />.0 592.9 .0 .B .2 5326 .00 <br />.000 .055 _000 .000 5319 .27 231 .21 <br />0 14 0 .00 123.78 354 ." <br />CWSEL.. 5325 .72 <br /> <br />FLOW DISTRIBUTION FOR SECNO= <br /> <br />1087.00 <br /> <br />STA= <br />PER Q= <br />"""". <br />VEL_ <br />DEPTH.. <br /> <br />231. <br />100.0 <br />592.9 <br />12.5 <br />4.8 <br /> <br />356. <br /> <br />09SEP97 <br /> <br />07 '47:22 <br /> <br />PAGE 30 <br /> <br />13 <br />