Laserfiche WebLink
<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 />