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<br />*PROF 1 <br />IHLEO '" 1. !HEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF <br />PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE DOCUMENTATION FOR <br />DETAILS. <br />0 <br />CCHV" .100 CEHV" .300 <br />*SECNO 5.000 <br />3280 CROSS SECTION 5.00 EXTENDED .60 FEET <br /> 5.000 11.50 5316.00 .00 5316.00 5316.02 .02 .00 .00 5315.20 <br /> 1125.0 46.3 1075.6 3.1 96.7 ll63.9 9.2 .0 .0 5314.40 <br /> .00 .48 1.25 .34 .130 .080 .J.30 .000 5304. ~iO 237.67 <br />.001106 O. O. O. 0 0 0 .00 381. 33 619.00 <br />FLOW DISTRIBUTION FOR SECNO" 5.00 CWSEL.. 5316.00 <br />STA" 238. 281. 315. 608. 619. <br />PER Q'" 3.2 .9 95.6 .3 <br />AREA- 67.7 29.0 863.9 '.2 <br />VEL- .5 .3 1.2 .3 <br />DEPTH" 1.6 .9 2.9 .8 <br />*SECNO 10.000 <br />7185 MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> 10.000 2.48 5321.28 5321.28 .00 5321.74 ,,46 36.91 '.32.B9 5326.00 <br /> 1070.0 .0 1070.0 .0 .0 197.2 .0 5.0 2.6 5321.40 <br /> .02 .00 5.42 .00 .000 .080 .000 .000 5318.BO 661.69 <br />.099757 370. 370. 370. 8 15 0 .00 221.67 883.36 <br />FLOW DISTRIBUTION FOR SECNO" 10.00 CWSEL" 5321.28 <br />STA- 662. 900. <br />PER Qo: 100.0 <br />AREA-= 197.2 <br /> VEL'" 5.4 <br />DEPTH'" ., <br />190CT92 10:33 :16 PAGE 23 <br /> SECNO DEPTH CWSEL CRIWS WSE1K EG HV HL OLOSS L-BANK 1:':LE\I <br /> 0 OLOB OCH OROB ALOB ACH ARaB VOL TWA R-BANK ELEV <br /> TIME VLOB VCH VROB XNL XNCH XNR \/TN E:LMIN' SSTA <br /> SLOPE XLOBL xtcH XLOBR ITRIAL IDC ICONT CORAR TOPWlD ENDST <br />*SECNO 20.000 <br />3265 DIVIDED FLOW <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .. 2.33 <br /> 20.000 2.07 5331.87 .00 .00 5331.99 .12 10.22 .03 5333.00 <br /> 1070.0 166.9 903.1 .0 114.4 302.0 .0 7.3 4.' 5335.40 <br /> .05 1.46 2.99 .00 .130 .080 .000 .000 5329.130 236.06 <br />.018333 330. 330. 330. 9 0 0 .00 385.61 961.66 <br />FLOW D:STRIBUTION FOR SECNO- 20.00 CWSEL- 5331.87 <br />STA~ 236. 270. 294. 434. 629. 636. 1047. <br />PER O~ 3.8 5.1 3.1 3.3 .3 84.4 <br />AREA~ 27.3 29.8 24.5 29.9 2.' 302.0 <br /> VEL'" 1.5 1.8 1.4 1.2 .9 3.0 <br />DEPTH~ .8 1.2 .2 .2 .4 1.3 <br />*SECNO 30.000 <br />3265 DIVIDED FLOW <br />3280 CROSS SECTION 30.00 EXTENDED 1. 13 FEET <br /> 30.000 3.92 5341.92 .00 .00 5342.20 .27 10.16 .05 5342.00 <br /> 1070.0 .0 1070.0 .0 .0 254.9 .0 11.4 8.4 5340.80 <br /> .09 .00 4.20 .00 .000 .060 .000 .000 5338.00 1205.44 <br />.019308 540. 540. 540. 6 0 0 .00 187.61 1410.00 <br />FLOW DISTRIBUTION FOR SECNO- 30.00 CWSEL- 5341. 92 <br />STA- 1205. 1410. <br />PER Q- 100.0 <br />AREA- 254.9 <br /> VEL" 4.2 <br />DEPTH" 1.4 <br />190CT92 10:33:16 PAGE 24 <br /> SECNO DEPTH CWSEL CRIWS WSELK EO HV HL OLOSS L-BANK ELEV <br /> 0 OLOB QCH OROB ALOB ACH AROB VOL TWA R-BANK ELEV <br /> TIME VLOB VCH VROB XNL XNCH XNR \/TN ErMIN SSTA <br /> SLOPE XLOBL xtCH XLOBR ITRIAL lOC ICONT CORAR TOPinD ENDST <br />*SECNO 40.0CO <br />7185 MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br />3470 ENCROACHMENT STATIONS- 880.0 1290.0 TYPE'" 1 TARGET" 410.000 <br /> 40.000 1.59 5351.79 5351.79 .00 5352.35 .55 13.01 -.3.19 5350.20 <br /> 1065.0 164.3 877.9 22.8 37.7 139.4 15.9 13.2 S'.9 5350.80 <br /> .10 4.36 6.30 1.44 .060 .060 .130 .000 5350.20 962.81 <br />