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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 /> .001061 105. 105. 105. 2 0 0 .00 198.00 198.00 <br />I FLOW DISTRIBUTION FOR SECNO= 2m.OO CWSEL= 31.84 <br />I STA= O. 198. <br />PER Q= 100.0 <br /> AREA= 343.8 <br />I VEL= 2.3 <br />DEPTH= 1.1 <br />1 *SECNO 2860.000 <br />3280 CROSS SECTION 2860.00 EXTENDED 1.45 FEET <br /> 2860.000 3.35 31.95 .00 .00 32.01 .06 .01 .02 32.00 <br />I 800.0 .0 800.0 .0 .0 419.9 .0 21.0 10.9 30.50 <br />.41 .00 1.91 .00 .000 .030 .000 .000 28.60 1.81 <br /> .000613 110. 90. 15. 2 0 0 .00 215.19 211.00 <br />I <br />I 16DEC96 08:35:41 PAGE 9 <br /> SECNO DEPTH twSEL CRIWS WSELK EG HV HL OLOSS L-BANIC ELEV <br />1 Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANIC ELEV <br />TIME VLOB VCH VROB XNL XNCH XNR WiN ELMIN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST <br />I FLOW DISTRIBUTION FOR SECNO= 2860.00 twSEL= 31.95 <br />I STA= 2. 211. <br />PER Q= 100.0 <br /> AREA= 419.9 <br />I VEL= 1.9 <br />DEPTH= 2.0 <br />I *SECNO 2955.000 <br />3280 CROSS SECTION 2955.00 EXTENDED .13 FEET <br /> 2955.000 3.22 32.02 .00 .00 32.10 .01 .01 .01 31.90 <br />1 800.0 .0 800.0 .0 .0 368.1 .0 21.9 11.4 31.90 <br />.42 .00 2.11 .00 .000 .030 .000 .000 28.80 .00 <br /> .000919 95. 95. 95. 1 0 0 .00 212.00 212.00 <br />I <br /> FLOW DISTRIBUTION FOR SECNO= 2955.00 twSEL= 32.02 <br />I STA= O. 212. <br />PER Q= 100.0 <br /> AREA= 368.1 <br />I VEL= 2.2 <br />DEPTH= 1.1 <br />I *SECNO 3120.000 <br />3280 CROSS SECTION 3120.00 EXTENDED .26 FEET <br />I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .41 <br />
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