|
<br />1
<br />I
<br />I
<br />
<br />I
<br />
<br />OLD SECTION 220553 I
<br />Xl 221637 24.00 11420.00 11678.00 970.00 890.00 1010,00
<br />X3 10 I
<br />GR 4936,0 11310.0 4938.0 11400.0 4932.0 11410.0 4932.2
<br />GR 4926.8 11447.0 4923.7 11457.0 4922.7 11464.0 4923.5
<br />GR 4922.6 11502.0 4922.4 11506.0 4923,5 11526.0 4922.9
<br />GR 4926.4 11566.0 4928.0 11595.0 4928.1 11597,0 4930.6
<br />GR 4938.8 11678.0 4940.0 11680.0 4948.0 11740.0 4~50.0
<br />*************************************************************************j****
<br />
<br />
<br />I
<br />I
<br />
<br />END THE EFFECTIVE LOWER Q 100-, 50-, and 10-YEAR FLOODPLAIN I
<br />MODEL (LOWQ99.DAT) FROM THE 1999 TIMBERLINE ROAD LOMR, I
<br />* * ** * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * '* * * * * * * * * * * * * ** * * * * '!' * * **
<br />BEGIN THE EFFECTIVE UPPER Q 100-, 50-, and 10-YEAR FLOODPLAIN
<br />MODEL (UPPERQ.DAT) FROM THE ORIGINAL 1994 FEMA STUDY. THE CHANGES
<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 FLOW 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 />*************************************************************************t****
<br />
<br />09MAR06
<br />
<br />16:05:36
<br />
<br />RCIOOQ06.0H2
<br />
<br />OLD SECTION 220618
<br />LEMAY AVENUE
<br />
<br />FILE: UPPERQ.DAT
<br />file to determine discharges for upper reach for 10-, 50- and IOO-year
<br />
<br />SB .9
<br />Xl 221702
<br />X2
<br />X3 10
<br />BT 5
<br />BT 11645.
<br />GR 4937.0
<br />GR 4932,8
<br />GR 4921.2
<br />GR 4922.3
<br />GR 4929.5
<br />GR 4948.0
<br />OLD SECTION
<br />
<br />1.56
<br />27.00
<br />
<br />11340.
<br />4950,
<br />10990,0
<br />11385,0
<br />11443.0
<br />11508.0
<br />11594.0
<br />11670,0
<br />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 />10
<br />5
<br />11665.
<br />4940.0
<br />4938.0.
<br />4922.3
<br />4921. 8
<br />4926.3
<br />
<br />09MAR06
<br />
<br />GR
<br />
<br />4940.0
<br />
<br />1.56
<br />28.00
<br />
<br />11185,
<br />4942.
<br />9600,0
<br />11170,0...
<br />11239.0
<br />11292,0
<br />11400.0
<br />
<br />16:05:36
<br />
<br />11510.0
<br />
<br />NC
<br />
<br />0,062 0,076
<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 />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 SECTI ON
<br />
<br />NC 0.069
<br />Xl 226167
<br />GR 4946.0
<br />GR 4932.6
<br />GR 4942.0
<br />GR 4944.0
<br />
<br />8330.
<br />10126.
<br />10230,
<br />10965.
<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 />0.053
<br />19.00
<br />8350.0
<br />9032.0
<br />9350.0
<br />9575.0
<br />
<br />2,6
<br />11385.00
<br />1
<br />
<br />4938.
<br />
<br />4936.0
<br />4927.9
<br />4921. 9
<br />4924.1
<br />4931.2
<br />4950,0
<br />
<br />11340.00
<br />
<br />4930.0
<br />4922.8
<br />4925. 3
<br />4938.0
<br />
<br />2.6
<br />11185,00
<br />1
<br />
<br />4939.6
<br />
<br />4938.0
<br />4930.,0..
<br />4921. 9
<br />4926.5
<br />4925.9
<br />
<br />4942.0
<br />
<br />10125.00
<br />
<br />4938.
<br />4928.3
<br />4934,
<br />4960.0
<br />
<br />FLOW
<br />
<br />10340.00
<br />4941. 0
<br />4936.8
<br />4932.0
<br />
<br />0.035
<br />9000.00
<br />4944,0
<br />4931. 6
<br />4944.0
<br />4946.0
<br />
<br />o
<br />11643.00
<br />4938.9
<br />
<br />11670.
<br />11090.0
<br />11406.0
<br />11465.0
<br />11518.0
<br />11608.0
<br />11795.0
<br />
<br />11492.00
<br />
<br />11330.0
<br />11410.0
<br />11496.0
<br />11645.0
<br />
<br />o
<br />11336,00
<br />4935,6
<br />
<br />4935,6
<br />12190,
<br />9990.0
<br />.11180,0.
<br />11251. 0
<br />11321. 0
<br />11416,0
<br />
<br />11665.0
<br />
<br />0.035
<br />
<br />10320.00
<br />
<br />8700.
<br />10137.
<br />10320.
<br />11010.
<br />
<br />0,035
<br />
<br />10200
<br />
<br />13300
<br />
<br />78.
<br />110.00
<br />4938.0
<br />
<br />11385.
<br />4952.
<br />4936.0
<br />4926.9
<br />4922,2
<br />4925.0
<br />4931.5'
<br />
<br />400.00
<br />
<br />4929.4
<br />4921.7
<br />4928,9
<br />4940.0
<br />
<br />118,
<br />75.00
<br />4939.6
<br />
<br />11490.
<br />4960.
<br />4936.0
<br />4928.8
<br />4922,1
<br />4927.5
<br />4925.9
<br />
<br />4960.0
<br />
<br />1300,00
<br />
<br />4936.
<br />4928.6
<br />4936.
<br />
<br />0.3
<br />
<br />910.00
<br />4940.0
<br />4933.3
<br />4940.0
<br />
<br />0.5
<br />900.00
<br />4942.0
<br />4932.4
<br />4944.0
<br />4946.0
<br />
<br />4.
<br />95.00
<br />
<br />4941. 8
<br />
<br />11250.0
<br />11424.0
<br />11467.0
<br />11527.0
<br />11617.0
<br />
<br />'1200.00
<br />
<br />11340.0
<br />11429,0
<br />11503.0
<br />11665.0
<br />
<br />6.
<br />75.00
<br />
<br />4939,6
<br />
<br />10275.0
<br />11185.0
<br />11253.0
<br />11334,0
<br />11418.0
<br />
<br />12190.0
<br />
<br />800.00
<br />10400,
<br />9300.
<br />10171.
<br />10380.
<br />
<br />0.5
<br />
<br />880.00
<br />8920.0
<br />10406.0
<br />10485.0
<br />
<br />1360.00
<br />8835.0
<br />9113.0
<br />9415.0
<br />9940.0
<br />
<br />I
<br />1
<br />2461.
<br />'65.00
<br />,
<br />I
<br />4'932,8
<br />I
<br />4938.0
<br />4924.1
<br />4'921. 9
<br />4'927.1
<br />4:939.5
<br />
<br />675.00
<br />I
<br />4'929.5
<br />4:923.7
<br />4929.2
<br />4:942.0
<br />
<br />I
<br />
<br />:2946.
<br />,75.00
<br />i
<br />I
<br />4'935.6
<br />I
<br />4936.0
<br />.4927.2,.
<br />4921. 4
<br />4927.6
<br />4928.5
<br />
<br />I
<br />1
<br />I
<br />I
<br />I
<br />I
<br />1165.00
<br />I
<br />14934.
<br />4928,2
<br />14936.
<br />
<br />I
<br />I
<br />I
<br />980.00
<br />4940.0
<br />4930.2
<br />4960.0
<br />I
<br />I
<br />1570.00
<br />4941. 9
<br />4934,2
<br />4942.0
<br />4960,0
<br />I
<br />
<br />11420.0
<br />11496.0
<br />11539.0
<br />11645.0
<br />11885.0
<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 />.00
<br />9000.0
<br />9126.0
<br />9425,0
<br />9970,0
<br />
<br />.00
<br />
<br />4927.8
<br />4922.9
<br />4923.2
<br />4931.1
<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 />.00
<br />
<br />,00
<br />
<br />10505.00
<br />8660.0
<br />10400.0
<br />10470.0
<br />
<br />0.3
<br />9135.00
<br />8390.0
<br />9070,0
<br />9360,0
<br />9830.0
<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 />,00
<br />4935,7
<br />4939.3
<br />4942,0
<br />
<br />11436.0
<br />11500.0
<br />11553.0
<br />11654.0
<br />
<br />.
<br />
<br />PAGE
<br />
<br />17
<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 />,00
<br />
<br />11365.0
<br />11490.0
<br />11572.0
<br />12350.0
<br />
<br />.
<br />
<br />4921. 4
<br />,00
<br />
<br />11020.0
<br />.11229.0
<br />11282,0
<br />11391. 0
<br />11490.0
<br />
<br />PAGE
<br />
<br />18
<br />
<br />,00
<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 />.
<br />
<br />P:\COFC2003\IO - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RCI00Q06.doc
<br />
<br />
<br />Page 10 of49 I Created on 3/9/2006 4:06 PM
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