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FLOOD10360 (2)
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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 />I FLOW DISTRIBUTION FOR SECNO= 1900.00 CWSEL= 30.12 <br />STA= o. 314. <br /> PER Q= 100.0 <br />I AREA= 775.8 <br /> VEL= 1.0 <br /> DEPTH= 2.5 <br />1 *SECNO 2055.000 <br /> 3280 CROSS SECTION 2055.00 EXTENDED 1.14 FEET <br />I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = .66 <br />I 2055.000 4.15 30.15 .00 .00 30.18 .04 .03 .02 29.00 <br /> 800.0 .0 800.0 .0 .0 514.9 .0 20.1 7.1 30.00 <br /> .30 .00 1.55 .00 .000 .030 .000 .000 26.00 .00 <br />I .000300 155. 155. 155. 0 0 0 .00 210.00 210.00 <br /> FLOW DISTRIBUTION FOR SECNO= 2055.00 CWSEL= 30.15 <br />I <br />STA= o. 210. <br /> PER Q= 100.0 <br />I AREA= 514.9 <br /> VEL= 1.6 <br /> DEPTH= 2.5 <br />I *SECNO 2220.000 <br />3280 CROSS SECTION 2220.00 EXTENDED .81 FEET <br />I 2220.000 3.81 30.21 .00 .00 30.23 .03 .05 .01 30.40 <br /> 800.0 .0 800.0 .0 .0 612.5 .0 22.2 8.0 29.40 <br /> .34 .00 1.31 .00 .000 .030 .000 .000 26.40 21.61 <br />I .000250 150. 165. 190. 2 0 0 .00 283.39 305.00 <br />I FLOW DISTRIBUTION FOR SECNO= 2220.00 CWSEL= 30.21 <br />STA= 22. 305. <br /> PER Q= 100.0 <br />I AREA= 612.5 <br />VEL= 1.3 <br /> DEPTH= 2.2 <br />I 1 <br /> 160EC96 08:35:47 PAGE 6 <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 WTN ELMIN SSTA <br />SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR TOPWID ENDST <br />I *SECNO 2305.000 <br /> 3280 CROSS SECTION 2305.00 EXTENDED .43 FEET <br />I <br />
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