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<br />I <br />I 3495 OVERBANK AREA ASSUMED N:lN-EfTEcTIVE,EI..LFA'"' 5215.00 ELRI;..\oo 5275..00 <br /> 94.00 4.04 5213.54 .00 .00 5274.42 .88 5.65 .00 5275.00 <br /> 1060. O. 1060. O. O. 140. o. 29. 22. 5275.00 <br /> .29 .00 7.55 .00 .000 ..045 ..000 ..000 5269.50 360.26 <br />I .010513 1.. 14. 1.. 3 0 11 .00 35.41 395.74 <br />0 <br /> "SE~O 96.000 <br /> 3280 CROSS SECTION 96.00 EX'I'DIDE:D 1.26 FEET <br />I 3495 OVF.RB1.NK ARFA ASSUiED M>N~IVE,ELLEA'" 5215.00 EI.RF.A- 5275.00 <br /> 96.00 4.76 5274.26 5272.59 .00 5274.89 .63 .39 .08 5275.00 <br />I 1060. O. 1060. O. O. 166. O. 29. 22. 5275.00 <br /> .29 .00 6.39 .00 .060 ..045 .060 ..000 S269.~ 360.13 <br /> .006304 50. 50. SO. 2 18 0 .00 35.73 395.87 <br /> 0 <br /> 1 <br />I 06/21/88 13:50:10 PAGE 12 <br /> SEO<O DEPTH C:WSEL OUWS EEL/( ... HV IlL OLOSS IlANX ELEV <br />I 0 OWB QCH ORCB ALeB J\CH ARDB VOL 2WA LEI"r/IUGHT <br /> TlME VLOB ~ VROB lCNL 10/01 llIIR - EII<IN 8STA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL me Ia>IT CORAR 20PWID ENDST <br />I CON- ..100 crJfV'"' ..300 <br /> "SEOW 100.000 <br /> 3265 DIVIDED FLOW <br />I 7185 MINIMJM SPECIFIC DlE.RGY <br /> 3720 CRITICAL DEPTH ASSUMID <br /> 3470 ENCROACHMENT stATIONS- 200.0 820.0 TYPE- 1 TARGE'l"- 620.000 <br />I 100.00 6.16 5276.16 5276.16 .00 5276.5' .37 .56 -.16 5275.20 <br /> 1060. 394. 517. 148. 167. 78. 79. 29. 22. 527' .80 <br /> .30 2.36 6.64 1.89 .080 ..010 ..080 .000 S210.00 200.CO <br /> .019205 29. 29. 29. 0 17 0 .00 431.14. 156.44 <br /> 0 <br />I "SEalO 110.000 <br /> 3265 DIVIDED FLOW <br />I 3470 ENCROACHMENT STATIONS- 218.0 816.0 TYPE- 1 TARGET- 598.000 <br /> 110.00 5.72 5278.72 5277.79 .00 5218.18 .06 2..22 .03 5278.20 <br /> 1060. 590. 240. 230. 382. 81. 13.. 33. 25. 5278.60 <br /> .3' 1.5. 2.96 1.72 .080 .070 .080 .000 5273.00 218.00 <br />I .004480 305. 305. 305. 6 19 0 .00 501.26 790.41 <br />0 <br /> COlV- .300 CEHV' .500 <br /> .SEQjO 118.000 <br />I 3265 DIVIDED FLOW <br /> 3470 ENCROACHMD,'T STATlONS" 218.0 816.0 TYPE'"' 1 TARGET- 598.000 <br />I 118.00 5.67 5218.97 5278.50 .00 527Sl.04 .07 .25 .00 5278.50 <br /> 1060. 581. 249. 230. 359. 80. 128. 33. 26. 5218.90 <br /> .35 1.62 3.12 1.80 .080 .010 .080 .000 5213.30 218.00 <br /> .005080 52. 52. 52. 2 '6 0 .00 03.40 789.45 <br /> 0 <br />I 1 <br /> 06121/88 13:50:10 PAGE 13 <br />I SEO<O OEPTH C:WSEL 0UlIS EEL/( ilG HV IlL CLOSS IlANX ELEV <br /> 0 OWB QCH ORCB ALeB >eH ARDB VOL TWA LEn'/RIGIIT <br /> TlME VLOB ~ VROB lCNL 1O/C11 "".. W'l'N ElHlN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL me Ia>IT COMR 70PWID ENDS! <br />I SPEClJU. BRIDGE <br />I 5221 OO~sTREAM ELEV IS 5278.21 ,NOr 5218.511 HYDRAULIC Jt.Jo!? OCCURS DOWN51'RE.AM (IF' row FLOW OONTROLS) <br />