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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 VSELK EG HV HL OLOSS L-BANK ELEV <br />I G GLOB GCH GlOB ALOB ACH AROB VOL TWA R-BANK ELEV <br />TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAl TOPWID ENDST <br />I 1440.000 4.24 28.14 .00 .00 28.18 .04 .06 .02 35.00 <br /> 485.0 .0 485.0 .0 .0 298.7 .0 4.3 2.0 30.00 <br />I .10 .00 1.62 .00 .000 .030 .000 .000 23.90 16.79 <br />.000615 270. 270. 270. 0 0 0 .00 195.68 212.47 <br />I FLOW DISTRIBUTION FOR SECNO= 1440.00 CWSEL= 28.14 <br />I STA= 17. 260. <br />PER G= 100.0 <br />AREA= 298.7 <br /> VEL= 1.6 <br />I DEPTH= 1.5 <br /> *SECNO 1695.000 <br />I 1695.000 3.70 28.30 .00 .00 28.33 .03 .14 .01 34.60 <br />485.0 .0 485.0 .0 .0 356.1 .0 6.2 3.3 30.00 <br /> .16 .00 1.36 .00 .000 .030 .000 .000 24.60 19.44 <br />I .000498 270. 255. 200. 2 0 0 .00 258.62 278.05 <br /> FLOW DISTRIBUTION FOR SECNO= 1695.00 CWSEL= 28.30 <br />I STA= 19. 385. <br /> PER Q= 100.0 <br />I AREA= 356.1 <br />VEL= 1.4 <br /> DEPTH= 1.4 <br />I *SECNO 1900.000 <br />1900.000 3.31 28.41 .00 .00 28.45 .04 .11 .01 29.00 <br /> 485.0 .0 485.0 .0 .0 303.9 .0 7.8 4.4 30.00 <br />I .19 .00 1.60 .00 .000 .030 .000 .000 25.10 43.77 <br />.000618 210. 205. 180. 0 0 0 .00 205.81 249.58 <br />I FLOW DISTRIBUTION FOR SECNO= 1900.00 CWSEL= 28.41 <br />I STA= 44. 314. <br />PER Q= 100.0 <br />AREA= 303.9 <br /> VEL= 1.6 <br />I DEPTH= 1.5 <br />1 <br />I 16DEC96 08:39:08 PAGE 5 <br /> SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV <br />I Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV <br />TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST <br />I <br />
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