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Last modified
11/23/2009 12:41:20 PM
Creation date
6/26/2007 11:50:12 AM
Metadata
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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 /> X1 3755 7 0 330 160 170 175 <br />I GR 34.2 0 32.9 62 32.6 85 31.2 96 31.2 170 <br />GR 31.6 195 33.0 330 <br />I 1 <br /> 160EC96 08:35:47 PAGE 3 <br />I <br /> SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV <br />I Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV <br /> TIME VLOB VCH VROB XNL XNCH XNR WiN ELMIN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC lCONT CORAR TOPWID ENDST <br />I *PROF 1 <br /> 0 <br />I CCHV= .600 CEHV= .800 <br /> *SECNO 960.000 <br /> 960.000 7.00 30.00 .00 30.00 30.03 .03 .00 .00 35.00 <br />I 800.0 .0 800.0 .0 .0 622.0 .0 .0 .0 30.00 <br /> .00 .00 1.29 .00 .000 .030 .000 .000 23.00 12.20 <br /> .000154 o. o. o. 0 0 0 .00 204.80 217.00 <br />I <br /> FLOW DISTRIBUTION FOR SECNO= 960.00 CWSEL= 30.00 <br />I STA= 12. 217. <br /> PER Q= 100.0 <br /> AREA= 622.0 <br />I VEL= 1.3 <br />DEPTH= 3.0 <br />I *SECNO 1170.000 <br />3280 CROSS SECTION 1170.00 EXTENDED .03 FEET <br />I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = 1.68 <br /> 1170.000 6.74 30.04 .00 .00 30.05 .01 .02 .01 35.00 <br />I 800.0 .0 800.0 .0 .0 940.2 .0 3.8 1.1 30.00 <br /> .07 .00 .85 .00 .000 .030 .000 .000 23.30 13.40 <br /> .000055 210. 210. 210. 0 0 0 .00 265 .60 279.00 <br />I <br /> FLOW DISTRIBUTION FOR SECNO= 1170.00 CWSEL= 30.04 <br />I STA= 13. 279. <br />PER Q= 100.0 <br /> AREA= 940.2 <br />I VEL= .9 <br />DEPTH= 3.5 <br />I *SECNO 1440.000 <br />1 <br /> 160EC96 08:35:47 PAGE 4 <br />I <br />
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