|
<br />BASE FLOOD
<br />WATER SURFACE ELEVATION
<br />
<br />r WITHOUT T WITH T
<br />REGULATORY FLOODWAY I FLooDWAY INCREASE
<br />(FEET NGVD)
<br />
<br />MEAN
<br />VELOCITY
<br />(FEET PER
<br />SECOND)
<br />
<br />FLOODWAY
<br />
<br />SECTION
<br />AREA
<br />( SQUARE
<br />FEET}
<br />
<br />WIDTH
<br />(FEET)
<br />
<br />FLOODING SOURCE
<br />
<br />1
<br />DISTANCE
<br />
<br />CROSS SECTION
<br />
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />
<br />.
<br />
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />
<br />4
<br />8
<br />8
<br />5
<br />o
<br />2
<br />6
<br />5
<br />2
<br />o
<br />2
<br />5
<br />1
<br />
<br />.
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />.
<br />
<br />.
<br />
<br />264
<br />279
<br />305
<br />327
<br />344
<br />351
<br />376
<br />389
<br />407
<br />416
<br />429
<br />442
<br />502
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />
<br />4
<br />8
<br />8
<br />5
<br />o
<br />2
<br />6
<br />5
<br />2
<br />o
<br />2
<br />5
<br />1
<br />
<br />.
<br />
<br />
<br />.
<br />
<br />.
<br />
<br />264
<br />279
<br />305
<br />327
<br />344
<br />351
<br />376
<br />389
<br />407
<br />416
<br />429
<br />442
<br />502
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />
<br />4
<br />8
<br />8
<br />5
<br />o
<br />2
<br />6
<br />5
<br />2
<br />o
<br />2
<br />5
<br />1
<br />
<br />264.
<br />279.
<br />305.
<br />327.
<br />344.
<br />35l.
<br />376.
<br />389.
<br />407.
<br />416.
<br />429.
<br />442.
<br />502.
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />
<br />3
<br />3
<br />1
<br />1
<br />9
<br />o
<br />5
<br />o
<br />o
<br />9
<br />9
<br />2
<br />6
<br />
<br />10.
<br />ll.
<br />8.
<br />9.
<br />5.
<br />9.
<br />6.
<br />l2.
<br />l2.
<br />10.
<br />10.
<br />7.
<br />ll.
<br />
<br />520
<br />505
<br />706
<br />626
<br />969
<br />638
<br />884
<br />477
<br />477
<br />524
<br />524
<br />801
<br />494
<br />
<br />190
<br />129
<br />306
<br />249
<br />333
<br />299
<br />201
<br />94
<br />154
<br />l42
<br />l23
<br />125
<br />l08
<br />
<br />302
<br />617
<br />104
<br />669
<br />087
<br />493
<br />958
<br />398
<br />781
<br />956
<br />301
<br />471
<br />571
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />
<br />,
<br />
<br />1
<br />1
<br />2
<br />2
<br />3
<br />3
<br />3
<br />4
<br />4
<br />4
<br />5
<br />5
<br />6
<br />
<br />Sutherland Creek
<br />A
<br />B
<br />C
<br />D
<br />E
<br />F
<br />G
<br />H
<br />I
<br />J
<br />K
<br />L
<br />M
<br />
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />
<br />From
<br />
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />
<br />92
<br />1
<br />6
<br />8
<br />o
<br />1
<br />
<br />2Elevation Computed without Consideration of Backwater
<br />
<br />344
<br />375
<br />398
<br />402
<br />425
<br />448
<br />
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />
<br />92
<br />1
<br />6
<br />8
<br />o
<br />1
<br />
<br />344
<br />375
<br />398
<br />402
<br />425
<br />448
<br />
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />
<br />7
<br />1
<br />6
<br />8
<br />o
<br />1
<br />
<br />353
<br />375
<br />398
<br />402
<br />425
<br />448
<br />
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />
<br />8
<br />o
<br />4
<br />7
<br />8
<br />5
<br />
<br />9
<br />14
<br />11
<br />7
<br />12
<br />11
<br />
<br />460
<br />323
<br />414
<br />609
<br />367
<br />408
<br />
<br />125
<br />53
<br />9l
<br />121
<br />74
<br />45
<br />
<br />lFeet Above Confluence With Fountain Creek
<br />Fountain Creek
<br />
<br />150
<br />725
<br />151
<br />271
<br />65l
<br />989
<br />
<br />1
<br />1
<br />1
<br />1
<br />
<br />Williams Canyon
<br />A
<br />B
<br />C
<br />D
<br />E
<br />F
<br />
<br />-
<br />
<br />FLOODWAY DATA
<br />
<br />SUTHERLAND CREEK-WILLIAMS CANYON
<br />
<br />I.>
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />CITY OF MANITOU SPRINGS, CO
<br />(EL PASO CO,)
<br />
<br />(It)
<br />
<br />.....
<br />:.
<br />aI
<br />r-
<br />1"1"1
<br />N
<br />
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