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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 />I <br />I <br />I <br /> <br />3302 WARN I NG: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.13 <br />3755.000 2.11 33.31 .00 .00 33.35 .04 .27 .05 34.20 <br />625.0 .0 625.0 .0 .0 369.6 .0 24.1 13.0 33.00 <br />.47 .00 1.69 .00 .000 .030 .000 .000 31.20 42.95 <br />.000834 160. 175. 170. 1 0 0 .00 287.05 330.00 <br /> <br />fLOW DISTRIBUTION FOR SECNO= 3755.00 <br /> <br />CWSEL= <br /> <br />33.31 <br /> <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br /> <br />STA= <br />PER Q= <br />AREA= <br />VEL= <br />DEPTH= <br /> <br />43. 330. <br />100.0 <br />369.6 <br />1.7 <br />1.3 <br /> <br />1 <br />PROFILE FOR STREAM US RR TO DADE ST <br /> <br />PLOTTED POINTS (BY PRIORITY) E-ENERGY,W-WATER SURFACE,I-INVERT,C-CRITICAL W.S.,L-LEFT BANK,R-RIGHT BANK,M-LOWER END STA <br /> <br />ELEVATION 23. 25. 27. 29. 31. 33. 35. 37. 39. 41. <br />SECNO CUMD I S <br />960.00 o. I E L <br /> 20. I E L <br /> 40. I E L <br /> 60. I E L <br /> 80. CI E L <br /> 100. CI E L <br /> 120. CI E L <br /> 140. CI E L <br /> 160. CI E L <br /> 180. CI E L <br /> 200. CI E L <br />1170.00 220. CI E L <br /> 240. C I E L <br /> 260. C I E L <br /> 280. C I E L <br /> 300. C I E L <br /> 320. C I E L <br /> 340. C I E R L <br /> 360. C I E L <br /> 380. C I E L <br /> 400. C I E L <br /> 420. C I E L <br /> 440. C I WE L <br /> 460. C I WE L <br />1440.00 480. C I WE L <br /> 500. e I WE L <br /> 520. e I WE L <br /> 540. C I .E L <br /> 560. C I .E L. <br /> 580. C I .E L. <br /> 600. C I .E L. <br />
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