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<br />T
<br />A
<br />B
<br />L
<br />E
<br />2
<br />
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> SECTION MEAN REGULATORY I WITHOUT I WITH I INCREASE3
<br /> WlDTH2 FlOOOWA Y fLOOOWA Y
<br />CROSS SECTION DISTANCE' AREA VELOCITY
<br /> (FEET) (SQUARE (FEET PER
<br /> FEET) SECOND} (FEET NGVO)
<br />Sulphur Gulch 1.02
<br /> A 800 96 658 9.6 5,819.8 5,820.8 5,820.8
<br /> B 910 853 398 15.9 5,820.4 5,820.4 5,821.4 1.0
<br /> C 1,760 1443 641 9.9 5,828.l 5,828.l 5,828.1 0.0
<br /> D 2,540 1203 776 8.2 5,833.5 5,833.5 5,834.5 1.02
<br /> E 3,8l0 260 1,101 5.9 5,844.0 5,844.0 5,845.0 1.0
<br /> F 5 180 939 6.9 5,852.7 5,852.7 5,852.7 0.0
<br /> 4,5l8.
<br /> G 4,605 l56 795 8.1 5,852.7 5,852.7 5,852.7 0.0
<br /> H 4,960 335 904 7.l 5,854.5 5,854.5 5,854.5 0.0
<br /> I 5,060 35l l,680 3.8 5,856.6 5,856.6 5,857.6 1.02
<br /> J 5,520 239 719 9.0 5,859.5 5,859.5 5,859.5 0.0
<br /> K 6,415 135 689 8.8 5,866.9 5,866.9 5,867.9 1.02
<br /> L 7,nO l50 623 9.9 5,873.0 5,873.0 5,973.0 0.0
<br /> M 7,170 215 1,395 4.4 5,880.0 5,880.1 5,881.1 1.02
<br /> N 8,325 166 583 lO.6 5,887.0 5,887.0 5,887.0 -0.0
<br /> 0 8,590 99 398 11.6 5,889.2 5,889.2 5,889.2 0.0
<br /> P 8,690 l25 896 5.2 5,893.6 5,893.6 5,894.6 1.02
<br /> Q 9,415 138 486 9.6 5,898.8 5,898.8 5,898.0 0.0
<br /> R 10,150 53 426 n.o 5,913.9 5,913.9 5,9l4.9 1.02
<br />--.. S -..----."- 'n ~.300.- .- '15'6 . '" 524 - ----" 8.7 5,-927-.4' ,5,927.4 ,,5-,-928.4 1.0
<br /> ,- .-
<br /> T l2,815 145 683 6.8 5,941.5 5,941.5 5,942.5 1.0
<br /> U 13 , 900 l45 620 7.6 5,954.8 5,954.8 5,955.8 1.02
<br /> V 14,955 58 365 12.9 5,964.0 5,964.0 5,965.0 1.0
<br /> W 16,000 351 625 5.6 5,976.3 5,976.3 5,976.3 0.0
<br />
<br />lFeet Above Mouth
<br />2Encroachment Limited to Channel Banks; Elevation Difference May Be Less Than l.O Foot
<br />3Floodway Lies Entirely Outside Corporate Limits
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FLOODWAV DATA
<br />
<br />Parker, Colorado
<br />
<br />Sulfur Gulch
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