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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 /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE Of ACCEPTABLE RANGE, KRATlO = .44 <br />I 2305.000 3.64 30.24 .00 .00 30.33 .09 .04 .05 29.80 <br /> 800.0 .0 800.0 .0 .0 330.3 .0 23.1 8.6 29.80 <br />I .35 .00 2.42 .00 .000 .025 .000 .000 26.60 .00 <br />.001320 40. 85. 130. 0 0 0 .00 277.00 277.00 <br />I FLOW DISTRIBUTION fOR SECNO= 2305.00 CWSEL= 30.24 <br /> STA= o. 277. <br />I PER Q= 100.0 <br />AREA= 330.3 <br /> VEL= 2.4 <br /> DEPTH= 1.2 <br />1 <br />.SECNO 2380.000 <br /> 3280 CROSS SECTION 2380.00 EXTENDED .52 fEET <br />I 2380.000 3.52 30.32 .00 .00 30.40 .09 .07 .00 30.40 <br /> 800.0 .0 800.0 .0 .0 341.1 .0 23.7 9.0 29.80 <br />I .36 .00 2.35 .00 .000 .025 .000 .000 26.80 6.47 <br />.000734 75. 75. 75. 2 0 0 .00 193.53 200.00 <br />I FLOW DISTRIBUTION FOR SECNO= 2380.00 CWSEL= 30.32 <br /> STA= 6. 200. <br />I PER Q= 100.0 <br />AREA= 341.1 <br /> VEL= 2.3 <br />I DEPTH= 1.8 <br />.SECNO 2435.000 <br />I 3301 HV CHANGED MORE THAN HVINS <br />I 16OEC96 08:35:47 PAGE 7 <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 />TIME VLOB VCH YROB XNL XNCH XNR WTN ELMIN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST <br />I <br />I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = .47 <br />2435.000 3.36 30.26 .00 .00 31.01 .75 .07 .53 31.30 <br /> 800.0 .0 800.0 .0 .0 115.2 .0 24.0 9.1 31.20 <br />I .36 .00 6.94 .00 .000 .020 .000 .000 26.90 18.21 <br />.003291 55. 55. 55. 2 0 0 .00 54.63 n.84 <br />I FLOW DISTRIBUTION FOR SECNO= 2435.00 CWSEL= 30.26 <br />I STA= 18. 105. <br />PER Q= 100.0 <br />
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