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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 /> SECNO DEPTH CWSEL CRIWS WSELIC EG HV HL OLOSS L-BANIC ELEV <br />I G GLOB GCH GROB ALOB ACH AROB VOL TWA R-BANK ELEV <br />TIME YLOB YCH VROB XNL XNCH XNR WIN ELMIN SSTA <br />SLOPE XLOBL XLCH XLOBR ITRIAL IDC lCONT CORAR TOPWID ENDST <br />I 3280 CROSS SECTION 1440.00 EXTENDED .07 FEET <br />I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ICRATlO = .68 <br />I 1440.000 6.16 30.06 .00 .00 30.08 .02 .02 .01 35.00 <br />BOO. 0 .0 800.0 .0 .0 725.8 .0 8.9 2.7 30.00 <br />.14 .00 1.10 .00 .000 .030 .000 .000 23.90 12.08 <br /> .000119 270. 270. 270. 0 0 0 .00 247.92 260.00 <br />I <br /> FLOW DISTRIBUTION FOR SECNO= 1440.00 CWSEL= 30.06 <br />I STA= 12. 260. <br /> PER Q= 100.0 <br />I AREA= 725.8 <br />VEL= 1.1 <br />DEPTH= 2.9 <br />I *SECNO 1695.000 <br />3280 CROSS SECTION 1695.00 EXTENDED .09 FEET <br />I 1695.000 5.50 30.10 .00 .00 30.11 .01 .03 .00 34.60 <br />800.0 .0 800.0 .0 .0 923.8 .0 13.8 4.5 30.00 <br />.22 .00 .87 .00 .000 .030 .000 .000 24.60 13.92 <br /> .000091 270. 255. 200. 1 0 0 .00 371.08 385.00 <br />I <br /> FLOW DISTRIBUTION FOR SECNO= 1695.00 CWSEL= 30.10 <br />I STA= 14. 385. <br /> PER Q= 100.0 <br />I AREA= 923.8 <br />VEL= .9 <br />OEPTH= 2.5 <br />I *SECNO 1900.000 <br />3280 CROSS SECTION 1900.00 EXTENDED 1.12 FEET <br />I 1900.000 5.02 30.12 .00 .00 30.14 .02 .02 .00 29.00 <br />800.0 .0 800.0 .0 .0 775.8 .0 17.8 6.1 30.00 <br /> .27 .00 1.03 .00 .000 .030 .000 .000 25.10 .00 <br />I .000131 210. 205. 180. 0 0 0 .00 314.00 314.00 <br />I 16DEC96 08:35:47 PAGE 5 <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 YCH VROB XNL XNCH XNR WIN ELMIN SSTA <br />I SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAl TOPWID ENDST <br />
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