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Last modified
11/23/2009 12:41:14 PM
Creation date
7/23/2007 2:03:24 PM
Metadata
Fields
Template:
Floodplain Documents
County
Weld
Community
Fort Collins
Stream Name
Cache La Poudre River
Title
Volume II - Hydraulic Analysis for the Cache La Poudre River between Timnath Diversion Dam and College Ave. - Appedix G.4
Date
4/11/2006
Prepared For
Fort Collins
Prepared By
Anderson Consulting Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />09MAR06 <br /> <br />15:41:12 <br /> <br />EXIOOQ06.0H2 <br /> <br />END THE EFFECTIVE LOWER Q 100-, 50-, and 10-YEAR FLOODPLAIN <br />MODEL (LOWQ99.DATl FROM THE 1999 TIMBERLINE ROAD LOMR. i <br /> <br />~~g~~'~~~:~~~~~i~~~~~;~:g'~~~~~:ii:~:~~~:i~~~~:~~~~~~~~:::.......1****** <br /> <br />ASSOCIATED WITH THE 2001 POWER PLANT DROP STRUCTURE/BOAT CHUTE LOMR <br />AND THE 2005 CACHE LA POUDRE RIVER REMOVAL ACTION LOMR HAVE BEEN <br />INCORPORATED. THE SPLIT FLOvl CARDS FROM THE UPPERQ. DAT MODEL WERE <br />INSERTED UNDER THE SPLIT FLOW CARDS FROM THE LOWQ99. DAT MODEL. CROSS <br />SECTION 218017, 219777, 220627, AND 221637 WERE REMOVED FROM THE <br />UPPERQ.DAT MODEL SINCE THEY WERE ADDED TO THE LOWQ99.DAT MODEL <br />DURING THE 1999 TIMBERLINE ROAD LOMR. <br /> <br />::::~..::::::~:::.......................................................1****** <br /> <br />file to determine discharges for upper reach for 10-, 50- and IOO-year <br /> <br />OLD SECTION 220618 1 <br />LEMAY AVENUE <br /> <br />SB .9 1.56 2.6 0 78. 4. 2461. <br />Xl 221702 27.00 11385.00 11643.00 110.00 95.00 I 65.00 <br />~; 10 1 4938.9 4938.0 I <br /> <br />BT 5 11340. 4938. 11385. 4941.8 14932.8 <br />BT 11645. 4950. 11670. 4952. I <br />GR 4937.0 10990.0 4936.0 11090.0 4936.0 11250.0 4938.0 <br /> <br />~: ::;~:~ ii~:;:~ ::~~:: ii:~~:~ ::~;:; ii:~~:~ I::~~:; <br /> <br />GR 4922.3 11508.0 4924.1 11518.0 4925.0 11527.0 4927.1 <br />GR 4929.5 11594.0 4931.2 11608.0 4931.5 11617.0 4939.5 <br />GR 4948.0 11670.0 4950.0 11795.0 <br />OLD SECTION 221298 <br /> <br />Xl 222377 20.00 <br />X3 10 <br />GR 4938.0 11320.0 <br />GR 4923.8 11408.0 <br />GR 4925.1 11492.0 <br />GR 4928.8 11639.0 <br />OLD SECTION 221373 <br />MULBERRY STREET <br /> <br />SB <br />Xl <br />X2 <br />X3 <br />BT <br />BT <br />GR <br />GR <br />GR <br />GR <br />GR <br />1 <br /> <br />1.1 <br />222452 <br /> <br />1. 56 <br />28.00 <br /> <br />10 <br />5 <br />11665. <br />4940.0 <br />4938.0 <br />4922.3 <br />4921. 8 <br />4926.3 <br /> <br />11185. <br />4942. <br />9600.0 <br />11170.0 <br />11239.0 <br />11292.0 <br />11400.0 <br /> <br />o 9MARO 6 <br /> <br />15:41:12 <br /> <br />GR <br /> <br />4940.0 <br /> <br />11510.0 <br /> <br />'Nt' . 0: 062 '0.07'6' <br />OLD SECTION 222553 <br />223617 17.00 <br /> <br />Xl <br />X3 <br />GR <br />GR <br />GR <br />GR <br /> <br />4940. <br />4929.7 <br />4932. <br />4950. <br /> <br />8330. <br />10126. <br />10230. <br />10965. <br /> <br />NC 0.046 <br />DISCHARGES <br />QT 3 <br />OLD SECTION <br />Xl 224597 <br />GR 4942.0 <br />GR 4938.0 <br />GR 4929.6 <br />OLD SECTION <br /> <br />0.045 <br />FOR SPLIT <br />5370 <br />223523 <br />15.00 <br />8480.0 <br />10340.0 <br />10470.0 <br />225123 <br /> <br />11340.00 <br /> <br />11492.00 <br /> <br />400.00 <br /> <br />1200.00 <br /> <br />675.00 <br /> <br />4929.5 <br />4923.7 <br />4929.2 <br />4942.0 <br /> <br />2946. <br />75.00 <br /> <br />1 <br />14935.6 <br /> <br />4936.0 <br />4927.2 <br />4921. 4 <br />4927.6 <br />4928.5 <br /> <br />1 <br />I <br />i <br /> <br />1165.00 <br />1 <br />i 4934. <br />14928.2 <br />4936. <br /> <br /> <br />I <br /> <br /> <br />1980.00 <br />4940.0 <br />4930.2 <br />4960.0 <br /> <br />6. <br />.00 <br />1. 33 <br /> <br />11643. <br /> <br />11340.0 <br />11429.0 <br />11482.0 <br />11561. 0 <br />11643.0 <br /> <br />11358.0 <br />11447.0 <br />11571.0 <br />11810.0 <br /> <br />11510. <br /> <br />10680.0 <br />11209.0 <br />11266.0 <br />11336.0 <br />11487.0 <br /> <br />9530. <br />10198. <br />10845. <br /> <br />.00 <br />9200.0 <br />10415.0 <br />10505.0 <br /> <br />4921. 2 <br />.00 <br /> <br />4950.2 <br /> <br />4933.0 <br />4921. 3 <br />4921. 6 <br />4927 . 5 <br />4940.0 <br /> <br />.00 <br /> <br />4924.7 <br />4924.1 <br />4927.6 <br />4960.0 <br /> <br />6.5 <br />.00 <br />1.4 <br /> <br />4921. 4 <br />.00 <br /> <br />4930.0 <br />4922.8 <br />4925.3 <br />4938.0 <br /> <br />11340.0 <br />11429.0 <br />11503.0 <br />11665.0 <br /> <br />4940. <br /> <br />4938.0 <br />4923.1 <br />4922.5 <br />4928 . 4 <br />4938.0 <br /> <br />.00 <br /> <br />4934.4 <br />4929. <br />4940. <br /> <br />.00 <br />4938.0 <br />4929.3 <br />4966.0 <br /> <br />NC 0.069 0.053 0.035 0.3 0.5 <br />Xl 226167 19.00 9000.00 9135.00 900.00 1360.00 1570.00 <br />GR 4946.0 8350.0 4944.0 8390.0 4942.0 8835.0 '14941.9 <br />GR 4932.6 9032.0 4931.6 9070.0 4932.4 9113.0 4934.2 <br />GR 4942.0 9350.0 4944.0 9360.0 4944.0 9415.0 14942.0 <br />GR 4944.0 9575.0 4946.0 9830.0 4946.0 9940.0 4960.0 <br />OLD SECTION 226298 <br /> <br />NC 0.3 0.5 <br />****************************************************************************** <br />THE LEFT OVERBANK GEOMETRY DATA FOR CROSS SECTION 227397 WAS UPDATED BYI <br />INCORPORATING THE 1-FT PRE-PROJECT TOPOGRAPHY DEVELOPED FOR THE OXBOW <br />LEVEE PROJECT AREA BY KING SURVEYORS, INC. IN APRIL, 2004. GEOMETRY DATA <br />INCLUDING AND BETWEEN STATIONS 8350-8415 WERE UPDATED BASED ON THE PRE-I <br />PROJECT 1-FT TOPOGRAPHY. ALL OTHER GEOMETRY DATA WAS UNMODIFIED. I <br /> <br />P:\COFC2003\1O - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Existing Models\EXI00Q06.doe <br /> <br />11330.0 <br />11410.0 <br />11496.0 <br />11645.0 <br /> <br />4929. 4 <br />4921. 7 <br />4928 . 9 <br />4940.0 <br /> <br />2.6 <br />11185.00 <br />1 <br /> <br />118. <br />75.00 <br />4939.6 <br /> <br />6. <br />75.00 <br /> <br />o <br />11336.00 <br />4935.6 <br /> <br />4939.6 <br /> <br />4939.6 <br /> <br />4935.6 <br />12190. <br />9990.0 <br />11180.0 <br />11251. 0 <br />11321. 0 <br />11416.0 <br /> <br />11490. <br />4960. <br />4936.0 <br />4928.8 <br />4922.1 <br />4927.5 <br />4925. 9 <br /> <br />10275.0 <br />11185.0 <br />11253.0 <br />11334.0 <br />11418.0 <br /> <br />4938.0 <br />4930.0 <br />4921. 9 <br />4926.5 <br />4925.9 <br /> <br />4942.0 <br /> <br />4960.0 <br /> <br />12190.0 <br /> <br />11665.0 <br /> <br />0.035 <br /> <br />10125.00 <br /> <br />10320.00 <br /> <br />800.00 <br />10400. <br />9300. <br />10171. <br />10380. <br /> <br />1300.00 <br /> <br />4938. <br />4928.3 <br />4934. <br />4960.0 <br /> <br />4936. <br />4928.6 <br />4936. <br /> <br />8700. <br />10137. <br />10320. <br />11010. <br /> <br />0.035 <br /> <br />0.5 <br /> <br />0.3 <br /> <br />FLOW <br /> <br />10200 <br /> <br />13300 <br /> <br />10340.00 <br />4941. 0 <br />4936.8 <br />4932.0 <br /> <br />10505.00 <br />8660.0 <br />10400.0 <br />10470.0 <br /> <br />910.00 <br />4940.0 <br />4933.3 <br />4940.0 <br /> <br />880.00 <br />8920.0 <br />10406.0 <br />10485.0 <br /> <br />Page 10 of 49 <br /> <br />.00 <br />9000.0 <br />9126.0 <br />9425.0 <br />9970.0 <br /> <br />.00 <br />4935.7 <br />4939. 3 <br />4942.0 <br /> <br />4921. 2 <br />.00 <br /> <br />4939.5 <br /> <br />11380.0 <br />11435.0 <br />11491. 0 <br />11563.0 <br />11645.0 <br /> <br />.00 <br /> <br />11365.0 <br />11490.0 <br />11572.0 <br />12350.0 <br /> <br />4921. 4 <br />. DO <br /> <br />11020.0 <br />11229.0 <br />11282.0 <br />11391.0 <br />11490.0 <br /> <br />.00 <br /> <br />10125. <br />10225. <br />10935. <br /> <br />.00 <br />9580.0 <br />10443.0 <br />10520.0 <br /> <br />.00 <br />9012.0 <br />9135.0 <br />9445.0 <br /> <br />PAGE <br /> <br />17 <br /> <br />. <br /> <br />.00 <br /> <br />. <br /> <br />PAGE <br /> <br />18 <br /> <br />.00 <br /> <br />. <br /> <br />Created on 3/9/2006 3:42 PM <br />
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