<br />0111011990 09:19: 19.42
<br />BEe NO DEPTH CWSEL CRIWS WSELI\ EG HV HL GLOSS BANK ELEV
<br />Q QLOB QCH QROB (.\LOB (.\CH AROB VOL TWA LEFT/RIGHT
<br />TIME VLOB VCH VROB XHL XNCH XNR WTN ELMIN SSTA
<br />SLOPE XLDBL XLCH XLCl8R ITRIAL IDC ICONT CORAR TOPWTD ENDST
<br />FLOW DISTRIBUTION FOR BEeNO= 29081.00 CWSEL= 5779,33
<br />
<br />ST?\= 302. 315. 356. 401- 450.
<br />PER Q= 0.1 11.6 6'7.3 19,1
<br />ARE(.'\= 3..4 107.9 ,352.9 128.3
<br />VEL= 1.4 6.4 11.8 8.9
<br />
<br />*SECNO 29281.000
<br />3280 CROSS SECT[ON 29281.00 EXTENDED
<br />
<br />0.6/ FEET
<br />
<br />3301 HV CHANGED MORE HHII'>l HY INS
<br />
<br />7185 MINIMUM SPECIFIC ENERGY
<br />3720 CRITICAL DEPTH AS~:;UMEJ)
<br />29281.00 11.37 5781.97
<br />6000. O. 5994.
<br />o . 03 0 . 00 14 .29
<br />0.017016 210. 2(JO.
<br />
<br />.5781.97
<br />6.
<br />,<;.10
<br />190.
<br />
<br />o.on '3785.13 3,17 2.30 0 .68 .5781. 30
<br />0, 419. 2, 22. 4. 5780.90
<br />0.000 0.045 0.040 0.000 .5770.60 173.00
<br />:5 8 0 0.00 68.73 241.73
<br /> CWSEL= 5781.97
<br />
<br />FLOW DISTRIBUTION FOR SEeNO=
<br />
<br />2";128). .00
<br />
<br />STA=
<br />PER Q.::
<br />ARE(~=
<br />VEL'
<br />
<br />173. 238.
<br />99.9
<br />419.4
<br />14.3
<br />
<br />242.
<br />
<br />0.1
<br />2.0
<br />:;.1
<br />
<br />*SECNO 29450.000
<br />3280 CROSS SECTION ;!Q450. 00 EXTENDFD
<br />
<br />t.7? FEET
<br />
<br />3301 HV CHANGED MORE TH{.)N HVlf'.IS
<br />
<br />29450.00
<br />6000.
<br />0.04
<br />0.004650
<br />
<br />13.92
<br />1590.
<br />6.00
<br />~69.
<br />
<br />0.00
<br />14.
<br />2.,56
<br />165.
<br />
<br />D.OD 5787.04 1.32 1.36 0.55 5780.00
<br />265. 433. 6. 25. S. 5784.00
<br />0, 03~) 0.0140 0.035 0.000 .5771.80 0.00
<br />4 0 0 0,00 146.45 146.45
<br /> CWSEL:::: 5785.72
<br />
<br />578~). 72
<br />4396.
<br />10.1.S
<br />169.
<br />
<br />FLOW DISTRIBUTION FOR SECNO~ 29450.00
<br />
<br />STA.:: O. 5. 68. 80. 90, 140. 146.
<br />PER Q= 1.0 .l6.1 3.0 6.3 73,3 0.2
<br />AREA= 13.6 171.4 32,7 47.2 433.1 S,6
<br />VEL~ 4.5 5.6 ,5.6 8.0 lO.l 2.6
<br />
<br />~
<br />
<br />P{~GE 6
<br />
<br />
<br />,....,t"'~~...,.,.~.."_'"_,._"_.'"'~~'~'c-.:.-..,."....."':..,~,.....~_.,..."."=~-"-------"i"~~~,""""""~,,,,,,,,,~-~~~,,"~~~,..,.-....."~~~.....,,,.,.,_.,-...~,,,,,"--~",",,,,~--,''r''''-'-''--'''''"7',''''-'''''''''''=
<br />
<br />01110/ J.990 OQ:19:19.42
<br />sE:CNO DEIPTH CWSEL CRIWS WSELK EG HV HL DLOSS BANK ELEV
<br />Q QL08 QCH GROB AL08 fC\CH AROB VOL TWA LEFT/RIGHT
<br />TIME VLDB VCI-! VROB XNL XNCH XNR WTN ELMIN SSTA
<br />SLOPE XLDaL XLCH XLOBR ITRH\L TDC ICONT CORAR TOPWID ENDST
<br />*SECNO 29545.000
<br />3280 CROSS SECTION 29545.00 EXTENDED 0.44 FE.ET
<br />29545.00 10.33 5786. 4~'S 0.00 0.00 5787.51 1.08 0.40 0.07 5780.00
<br /> 6000. 2628. 2987. 385. 379. 313. S2. 26. S. 5778.00
<br /> 0.04 6.93 9.54 7.46 0.035 0.040 0.035 0.000 5776.10 0.00
<br />0.003680 100. 9',. 90. 2 0 0 0.00 139.37 139.37
<br />FLOW DISTRIBUTION FOR SECI'lO= 29545.00 CWSEL;;: 5786.43
<br />
<br />STA= O. 20. 70. 90. 125. 130. 135. 139.
<br />PER Q= 3.7 25.7 14.4 49.8 5,2 1.2 0.0
<br />AREA= 48.7 221.9 108.7 313.3 33.5 17.2 1.0
<br />VEL= 4.5 7.0 7,9 9.5 9.2 4.4 0.9
<br />
<br />J
<br />
<br />P(\GE 7
<br />
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