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FLOOD01578
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Last modified
11/23/2009 12:58:14 PM
Creation date
10/4/2006 10:07:52 PM
Metadata
Fields
Template:
Floodplain Documents
County
Boulder
Community
Boulder
Stream Name
Two Mile Canyon Creek
Title
FEMA Letter of Map Revision
Date
10/15/1992
Prepared For
Boulder
Prepared By
Love & Associates, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />7185 MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br />3470 ENCROACHMENT STATIONs- 1640.0 2150.0 TYPE- 1 TARGET- 510.000 <br />120.000 3.04 5432.44 5432.44 .00 5432.67 .23 13.00 2.:n 5434.20 <br /> 915.0 .0 413.7 501.3 .0 76.9 29B.8 47.3 49,9 5431.00 <br /> .49 .00 5.38 1.68 .000 .025 .130 .000 5429.'10 1796.00 <br />.013404 900. 970. 970. 5 18 0 .00 335.32 2150.00 <br /> <br />FLOW DISTRIBUTION FOR SECNO- <br /> <br />STA- <br />PER Q" <br />AREA- <br />VEL" <br />DEPTH" <br /> <br />1796. 1926. <br />45.2 <br />76.9 <br />5.' <br />.7 <br /> <br />190C'l'92 <br /> <br />SECNO <br />o <br />TIME <br />SLOPE <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />"SECNO 130.000 <br />3280 CROSS SECTION <br /> <br />1941. <br />3.6 <br />20.2 <br />1.6 <br />1.3 <br /> <br />10:33:16 <br /> <br />CWSEL <br />OCH <br />VCH <br />XLCH <br /> <br />120.00 <br />1975. <br />7.8 <br />44.7 <br />1.6 <br />1.3 <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBR <br /> <br />130.00 EXTENDED <br /> <br />CWSEL'" 5432.44 <br /> <br />1988. <br />3.1 <br />17 .5 <br />1.6 <br />1.3 <br /> <br />2000. <br />3.2 <br />17 .3 <br />1.7 <br />1.4 <br /> <br />2016. 20136. <br />12.7 <br />80.1 <br />1.4 <br />1.1 <br /> <br />5.3 <br />26.3 <br />1.8 <br />1.6 <br /> <br />HV <br />AROB <br />XNR <br />ICON! <br /> <br />2U:3. <br />3.5 <br />28.3 <br />1.1 <br />.8 <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />2132. <br />3 .:~ <br />15. ,~ <br />1.!~ <br />1.7 <br /> <br />2141. <br />6.4 <br />23.4 <br />2.5 <br />2.6 <br /> <br />2150. <br />6.1 <br />25.6 <br />2.2 <br />2.8 <br /> <br />WSELK <br />ALOB <br />XNL <br />ITRIAL <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />PAGE <br /> <br />29 <br /> <br />2.35 FEET <br /> <br />OLOS:;; <br />TWA <br />ELMIN <br />TOPWJ:D <br /> <br />L-BANK ELEV <br />R-BANK ELEV <br />SSTA <br />ENDST <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .. .68 <br />3470 ENCROACHMENT STATIONS- 2045.0 2620.0 TYPE- 1 TARGET'" 575.QOQ <br />130.000 2.35 5437.65 .00 .00 5437.76 .11 5.08 .n 5444.00 <br /> 915.0 .0 .0 915.0 .0 .0 341.1 49.3 51.5 5438.60 <br /> .51 .00 .00 2.68 .000 .000 .130 .000 5435.30 2377 .32 <br />.028908 240. 240. 240. 14 0 0 .00 242.67 2620.00 <br /> <br />FLOW DISTRIBUTION FOR SECNO- <br /> <br />130.00 <br /> <br />CWSEL- 5437.65 <br /> <br />STA- 2377. 2312. 2387. 2412. 2442. 2469. 2496. 2524. 25'15. 2561- 2580. 2620. <br />PER 0- .0 .1 2.0 '.9 5.3 8.3 12.4 11.4 9.5 13.4 32.8 <br />AREA" .0 1.2 13.8 25.6 25.7 33.8 43.5 36.8 29.6 39.0 92 .1 <br />VEL"" .0 .5 1.3 1.7 1.9 2.3 2.6 2.8 2.9 3.1 3.3 <br />DEPTH- .0 .0 .6 .9 1.0 1.3 1.6 1.8 1.9 2.1 2.3 <br /> <br />*SECNO 140.000 <br />3280 CROSS SECTION <br /> <br />140.00 EXTENDED <br /> <br />7185 MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br />3470 ENCROACHMENT STATIONS- <br />140.000 5.11 5446.01 <br />895.0 328.0 567.0 <br />.52 3.03 7.32 <br />.038242 90. 90. <br /> <br />fLOW DISTRIBUTION FOR SECNO- <br /> <br />STA- 1811. <br />PER Q~ <br />AREA~ <br />VEL~ <br />DEPTU~ <br /> <br />'.6 <br />21.2 <br />1.9 <br />.4 <br /> <br />1859. 1885. <br />10.6 <br />29.7 <br />3.2 <br />1.1 <br /> <br />1188.0 <br />5446.01 <br />.0 <br />.00 <br />90. <br /> <br />140.00 <br />1895. <br />5.1 <br />13.1 <br />3.5 <br />1.3 <br /> <br />.51 FEET <br /> <br />1957.0 TYPE- <br />.00 5446.59 <br />108.3 77.5 <br />.100 .080 <br />14 19 <br /> <br />CWSEL- <br /> <br />5446.01 <br /> <br />1 <br /> <br />TARGET"" <br />.58 <br />.0 <br />.000 <br />o <br /> <br />769.000 <br />3.44 <br />49.8 <br />.000 <br />.00 <br /> <br />-.28 <br />51.9 <br />5440.90 <br />146.44 <br /> <br />5444.80 <br />100000.00 <br />1810.56 <br />1957.00 <br /> <br />1903. <br />4.6 <br />11.3 <br />3.7 <br />1.4 <br /> <br />1911. <br />4.1 <br />10.5 <br />3.5 <br />1.3 <br /> <br />1923. <br />'.2 <br />12.6 <br />3.0 <br />1.1 <br /> <br />1932 . 19~j7 . <br />3.5 63.4 <br />lO.O 77.5 <br />3.1 7.3 <br />1.1 3.1 <br /> <br />190CT92 10:33:16 <br />SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK E:LEV <br />0 QL08 OCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV <br />TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA <br />SLOPE XLOBL XLCU XLOBR ITRIAL roc ICONT CORAR TOPW ID EKDST <br />"SECNO 141.000 <br />3280 CROSS SECTION 141.00 EXTENDED 1.89 FEET <br /> <br />3470 ENCROACHMENT STATIONS- <br />141.000 5.89 5448.19 <br />895.0 144.7 721.3 <br />.52 2.00 7.04 <br />.021796 80. ao. <br /> <br />FLOW DISTRIBUTION FOR SECNO- <br /> <br />STA'" 1033. <br />PER Q" <br />AREA- <br />VEL" <br />DEPTH'" <br /> <br />1045. <br />.1 <br />1.1 <br />.5 <br />.1 <br /> <br />*SECNO 142.000 <br />3280 CROSS SECTION <br /> <br />400.0 <br />5447.52 <br />29.0 <br />2.85 <br />80. <br /> <br />141.00 <br /> <br />1213.0 TYPE- 1 <br />.00 5448.83 <br />72.3 102.4 <br />.100 .080 <br />4 9 <br /> <br />CWSEL- 5448.19 <br /> <br />1., <br />17 .8 <br />.7 <br />.2 <br /> <br />1140. 1185. 1208. <br />14.7 80.6 <br />53.4 102.' <br />2.5 7.0 <br />1.2 4.5 <br /> <br />1213. <br />3.2 <br />10.2 <br />2.8 <br />2.0 <br /> <br />142.00 EXTENDED <br /> <br />7185 MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br />3470 ENCROACHMENT STATIONS- <br />142.000 4.39 5448.29 <br />895.0 199.7 660.6 <br />.52 2.26 7.36 <br />.027145 1. 1. <br /> <br />400.0 <br />5448.29 <br />34.8 <br />3.25 <br />1. <br /> <br />1.99 FEET <br /> <br />1213.0 TYPE- 1 <br />.00 5448.93 <br />88.2 89.8 <br />.100 .080 <br />2 16 <br /> <br />TARGET'" <br />.63 <br />10.2 <br />.100 <br />o <br /> <br />TARGET" <br />.64 <br />10.7 <br />.100 <br />o <br /> <br />813.000 <br />2.22 <br />50.2 <br />.000 <br />.00 <br /> <br />PAGE 30 <br /> <br />.02 <br />52.2 <br />5442.30 <br />179.72 <br /> <br />5446.00 <br />5446.00 <br />1033.28 <br />1213.00 <br /> <br />813.000 <br />.03 <br />50.2 <br />.000 <br />.00 <br /> <br />5446.00 <br />5446.00 <br />1026.87 <br />1213.00 <br /> <br />.00 <br />5;;~. 2 <br />5443.90 <br />186.13 <br />
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