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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 PER Q= 100.0 <br /> AREA= 107.6 <br />I VEL= 4.5 <br />DEPTH= 1.4 <br />I *SECNO 2380.000 <br /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ICRATlO = 1.70 <br />I 2380.000 2.46 29.26 .00 .00 29.38 .12 .16 .12 30.40 <br />485.0 .0 485.0 .0 .0 177.8 .0 10.3 6.1 29.80 <br /> .25 .00 2.73 .00 .000 .025 .000 .000 26.80 65.92 <br />I .001312 75. 75. 75. 3 0 0 .00 124.53 190.46 <br />I FLOW DISTRIBUTION FOR SECNO= 2380.00 CWSEL= 29.26 <br /> STA= 66. 200. <br />I PER a= 100.0 <br />AREA= 177.8 <br />VEL= 2.7 <br /> DEPTH= 1.4 <br />I *SECNO 2435.000 <br />I 3301 HV CHANGED MORE THAN HVINS <br /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = .56 <br />I <br />2435.000 2.35 29.25 .00 .00 30.00 .75 .12 .51 31.30 <br /> 485.0 .0 485.0 .0 .0 69.7 .0 10.5 6.2 31.20 <br />I .25 .00 6.96 .00 .000 .020 .000 .000 26.90 29.87 <br />.004147 55. 55. 55. 2 0 0 .00 39.13 68.99 <br />I FLOW DISTRIBUTION FOR SECNO= 2435.00 CWSEL= 29.25 <br />I 160EC96 08:39:08 PAGE 7 <br />I SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV <br />Q aLOB aCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV <br /> TIME VLOB VCH VROB XNL XNCH XNR WiN ELMIN SSTA <br />I SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR TOPWID ENDST <br /> STA= 30. 105. <br />I PER Q= 100.0 <br />AREA= 69.7 <br /> VEL= 7.0 <br />I DEPTH= 1.8 <br /> *SfCNO 2550.000 <br />I 2550.000 2.25 29.75 29.74 .00 30.62 .87 .52 .09 32.20 <br />485.0 .0 485.0 .0 .0 64.9 .0 10.6 6.3 31.20 <br />.26 .00 7.47 .00 .000 .020 .000 .000 27.50 123.51 <br /> .005009 115. 115. 115. 3 9 0 .00 37.79 161.30 <br />I <br />
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