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Last modified
11/23/2009 12:41:20 PM
Creation date
6/26/2007 11:50:12 AM
Metadata
Fields
Template:
Floodplain Documents
County
Washington
Community
Otis
Title
Preliminary Design, SW Drainageway, Railroad to Washington Street, Town of Otis Colorado
Date
1/1/1997
Prepared For
Otis
Prepared By
McLaughlin Water Engineers, Ltd.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> GR 33.1 0 31.7 43 31.4 58 31.7 69 31.3 82 <br />I GR 30.0 90 31.7 94 32.0 170 33.0 260 <br />X1 3755 7 0 330 160 170 175 <br /> GR 34.2 0 32.9 62 32.6 85 31.2 96 31.2 170 <br />I GR 31.6 195 33.0 330 <br />I <br /> 16DEC96 10:37:09 PAGE 3 <br />I SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV <br /> Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV <br />I TIME VLOB VCH VROB XNL XNCH XNR WiN ELMIN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST <br />I *PROF 1 <br />0 <br />I CCHV= .600 CEHV= .800 <br />*SECNO 960.000 <br /> 960.000 6.00 29.00 .00 29.00 29.03 .03 .00 .00 35.00 <br />I 625.0 .0 625.0 .0 .0 437.0 .0 .0 .0 30.00 <br /> .00 .00 1.43 .00 .000 .030 .000 .000 23.00 14.63 <br /> .000230 O. O. O. 0 0 0 .00 165.37 180.00 <br />I FLOW DISTRIBUTION FOR SECNO= 960.00 CWSEL= 29.00 <br />I STA= 15. 217. <br /> PER Q= 100.0 <br /> AREA= 437.0 <br />I VEL= 1.4 <br />DEPTH= 2.6 <br />I *SECNO 1170.000 <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.74 <br />I 1170.000 5.76 29.06 .00 .00 29.07 .01 .03 .01 35.00 <br /> 625.0 .0 625.0 .0 .0 695.3 .0 2.7 1.0 30.00 <br /> .06 .00 .90 .00 .000 .030 .000 .000 23.30 16.05 <br />I .000076 210. 210. 210. 0 0 0 .00 231.12 247.17 <br />I FLOW DISTRIBUTION FOR SECNO= 1170.00 CWSEL= 29.06 <br />STA= 16. 279. <br /> PER Q= 100.0 <br />I AREA= 695.3 <br /> VEL= .9 <br /> DEPTH= 3.0 <br />I *SECNO 1440.000 <br /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .58 <br />I <br />
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