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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 /> _.. _..... ~._...__ _ .u <br />I <br /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = 1.40 <br />I 2860.000 3.02 31.62 .00 .00 31.67 .05 .08 .02 32.00 <br /> 625.0 .0 625.0 .0 .0 350.6 .0 18.6 9.0 30.50 <br /> .36 .00 1.78 .00 .000 .030 .000 .000 28.60 15.09 <br />I .000625 110. 90. 75. 2 0 0 .00 201.91 217.00 <br />I fLOW DISTRIBUTION fOR SECNO= 2860.00 CWSEL= 31.62 <br />I 160EC96 10:37:09 PAGE 9 <br /> SECNO DEPTH CWSEL CRIWS WSELIC EG HV HL OLOSS L-BANIC ELEV <br />I Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANIC ELEV <br /> TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST <br />I <br /> STA= 15. 217. <br />I PER Q= 100.0 <br />AREA= 350.6 <br /> VEL= 1.8 <br /> DEPTH= 1.7 <br />1 *SECNO 2955.000 <br /> 2955.000 2.89 31.69 .00 .00 31.76 .07 .07 .01 31.90 <br />I 625.0 .0 625.0 .0 .0 300.9 .0 19.3 9.5 31.90 <br /> .37 .00 2.08 .00 .000 .030 .000 .000 28.80 8.25 <br />.001015 95. 95. 95. 1 0 0 .00 199.16 207.40 <br />I FLOW DISTRIBUTION FOR SECNO= 2955.00 CWSEL= 31.69 <br />I STA= 8. 212. <br />PER Q= 100.0 <br /> AREA= 300.9 <br />I VEL= 2.1 <br />DEPTH= 1.5 <br /> *SECNO 3120.000 <br />I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = .46 <br />I 3120.000 2.77 31.97 .00 .00 32.23 .27 .31 .16 34.90 <br /> 625.0 .0 625.0 .0 .0 150.6 .0 20.2 10.1 32.00 <br /> .38 .00 4.15 .00 .000 .030 .000 .000 29.20 102.78 <br />I .004712 165. 165. 165. 2 0 0 .00 111.47 214.25 <br /> FLOW DISTRIBUTION FOR SECNO= 3120.00 CWSEL= 31.97 <br />I STA= 103. 215. <br /> PER Q= 100.0 <br />I AREA= 150.6 <br />VEL= 4.2 <br /> DEPTH= 1.4 <br />I <br />
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