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<br /> APPENDIX A (Continued) I I APPENDIX A (Continued)
<br /> Peak Flow ~Cubic fect per Second) I 5189.e If"e!) I I Cross Section Peak Flow (Cubic Feet per Second) I Stage IFeel)
<br />_CLQ!>_S_~~JJ.9!L 10.Year Flood 50. ear Flood 100.Year Flood SOD-Year Flood 10.Year Flood 50.Year Flood 100-Year Flood SOD-Yea. Flood
<br />Number Location Flow Stage Flow Stage Flow Stage Flow 51age Number Location Flow Stage Flow Stage Flow Stage Flow Slage
<br />" 27.21 16,200 4905.8 ".000 49'07.2 24,700 4'Kl7.7 30,900 49087 I I " 76.80 13500 4998.; 16,700 5000.5 21,200 5001.2 26,700 50026
<br />" 26.15 16,200 4907.4 22,000 4909.0 24,700 4909.; 30,900 4910,9 .. 78.15 13,500 5001.3 16,700 5003.1 21,200 5003.6 :n;,700 5005.0
<br />" 30.14 16,200 4912.7 22,000 4913.7 24,700 4914.4 30,900 4915,6 " 78.29 13500 5001,7 18,700 5003.6 21,200 5004.2 26,700 5005,5
<br />" 31.39 16,200 4914.4 22,000 4915.4 24,700 4915.7 30,900 4916.7 I I '" 78.58 12,500 5004.5 17,700 5005.5 20,000 ;0063 25,400 5007.3
<br />'" 32.71 16,200 4917.3 22,000 4918.4 24,700 4918.9 30,900 4920.1 " 78.73 12,500 5005.3 17,700 5006.5 'MOO 5007.3 25,400 50086
<br />" 33.97 13,500 4918.7 18,700 4919.5 21,200 4920.1 26,700 4921.2 " 79.27 12,500 5005.8 17,700 5007.3 2<>.000 5007.9 25,400 5009.1
<br />30 34.55 13,500 4919.7 18,700 4920.5 21,200 4921.1 26,700 4922.1 I I " 79.98 12,500 5007.7 17,700 5009.5 2<>.000 S010.2 25,400 5011.8
<br />" 35.60 13,500 4922.0 18,700 4922.9 21,200 4923.4 26,700 4924.3 " 81.11 12,500 5009.4 17,700 5011.1 2<>.000 5011.8 25,400 5013.1
<br />J2 36.69 13,500 4924.4 18,700 4925.4 21,200 4925.8 26,700 4926.6 " 81.26 12,500 5009.7 17,700 5011.3 2<>.000 5012-0 25,400 5013.3
<br />II 37.86 13,500 4927.7 18,700 4928.8 21,200 4929.3 26,700 4930.2 I I 76 81.40 12,500 5009.9 17,700 5011.4 2<>.000 S012,1 25,400 5013.5
<br />M 39.46 13,500 4930.4 18,700 4931,7 21,200 4932.1 26,700 4933.1 " 82.92 12,500 5011.2 17,700 5013.1 2<>.000 5013,9 25,400 5015.5
<br />" 39.60 13,500 4930.5 18,700 4932.0 21,200 4932.3 26,700 4933.5 " 84.48 12,500 5012.0 17,700 5014.1 20,000 S014.7 25,400 5016.3
<br />36 39.83 13,500 4931.3 18,700' 4933.0 21,200 4934.1 26,700 4935.5 I I " 85.56 12,500 5012.7 17,700 5ll14.6 20,000 5015.2 25,400 5016.7
<br />" 41.37 13,500' 4933.6' 18,700 4934.7 21,200 4935.3 26,700 4936.3 ., 86.23 12,500 5013.1 17,700 5015.1 20,000 5015.9 25,400 5017.2
<br />'" 42.67 13,500 4935,2 18,700 4935.9 21,200 4936.5 26,700 4937.2 "' 86.87 12,500 5013.5 17,700 5015.5 2<>.000 S016.2 25,400 5017.7
<br />39 44.28 13,500 4937.9 18,700 4939.1 21.200 4939.8 26,700 4940.5 I I
<br />'" 45.82 13,500 4941.4 18,700 4942.2 21,200 4942.7 26,700 4943.3 UNCOMPAHGRE RIVER
<br />" 47.60 13,500 4944.5 18,700 4945.4 21,200 4945.9 26,700 4946.4 (Drainage Area 721-1,t29 Sq. MI.)'
<br />" 49.89 13,500 4947.9 18,700 4948.6 21,200 4949.1 26,700 494~.8 I I
<br />" 50.74 13,500 4946.6 18,700 4949.7 21,200 4950.2 26,700 4951.0 " ... 3,000 4918.5 4,400 4919,1 5.000 4919.5 6.600 4920.4
<br />" 51.6] 13,500 4949.3 18,700 4950.7 n."'" 4951.3 26,700 4952.4 I "' 1.51 3i>OO 4919.9 4,400 4920.4 5.000 4920.7 6.600 4921.3
<br />" 51.71 13,500 4952.0 18,700 4952.5 21,200 4952.9 26,700 4953.7 "' 2.48 3,000 4922.0 4,400 4922.8 '.000 4923.1 6.600 4923.8
<br />" 52.15 13,500 4954.3 18,700 4955.4 21,200 4956.0 26,700 4956.9 I I " 3.30 3,000 4923.6 4,400 4924.2 5.000 4924.6 6.600 4925.3
<br />" 53.53 13,500 4957.7 18,700 4958.6 21,200 4959.3 26,700 4%0.4 " 4.76 3.000 4928.6 4,400 4929.2 5,000 4929.6 6.600 4930.2
<br />" K91 13,500 4960.4 ~B,7{)0 4%1.5 21,200 4%2.1 26,700 4%3.1 " 6.42 3.000 4934.5 4,400 4935.1 5.000 4935.3 6.600 4935.8
<br />" 56.28 13,500 4961.6 18,700 4962.7 21,200 4~63.3 26,700 4964.0 I I .. 6.83 3.000 4935.9 4,400 4936.4 5.000 4936.6 6,600 4937,9
<br />'" 57.57 13,500 4%3.9 18,700 4965.1 21,200 4965.6 26,700 4966.3 " 7.22 3.000 4941.0 <.<00 4942.6 5.000 4943.2 6,600 4944.5
<br />" 59.29 13,500 4966.8 18,700 49611.6 21,200 4969.6 26,700 4970.8 " 8.21 3.000 4943.7 4,400 4944.7 5.000 4945,0 6.600 4945.9
<br />" 61.27 13,500 4970.1 18,700 4971.4 2\,200 4971.9 26,700 49i2.9 I I " 9.13 '.000 4948.) 4,400 4948.9 5.000 4949.5 6,fiOO 4950.5
<br />;J fi2.51 13,500 4971.6 18,700 4972.9 21,200 4973.3 26,700 4974.1 " 10.08 3.000 4952.5 4,400 4953.4 5.000 4953.5 6,600 4953.8
<br />" 63.':10 13,500 4973.5 18,700 4974.9 21,200 4975.4 26,700 4976.4 " 10.30 3.000 4956.5 4,4Q0 4958.0 5.000 4959.0 6,600 4960.0
<br />" 65.66 13,500 4976.3 18,700 4978.2 21,200 4978.6 26,700 4980.1 I I 95 11.30 '.000 4957.6 <.<00 4958.5 5.000 4959.2 6.600 4960.3
<br />" 66.81 13,500 4979.3 18,700 4981.1 21,200 4981.9 26,700 4983.2 96 11.94 3.000 4961.8 <.<00 4962,1 5.000 49623 6,600 4962.7
<br />59 (,8.36 13,500 4981,6 18,700 4982.8 21,200 4983.5 26,700 4964.4 " 12.86 3.000 4966,1 <.<00 4967.0 5.000 4967.5 '.600 4968.1
<br />'" 68.83 13,5GO 4983.2 18,700 4984.2 21,200 4984.7 26,700 4989.5 I I .. 13.72 3.000 49n.3 <.<00 4971.9 5.000 4972.0 6,600 4972.7
<br />" 70.34 13,500 49%.1 18,700 4987.7 21,200 4988.3 26,700 4989.5 " 14.80 3,000 4977.7 '.<00 4978.1 '.000 4978.3 6,600 4978.5
<br />" 71.67 13,500 49B8.7 18,700 499(1.3 21,200 499(1.9 26,700 4992.1 '" 16.59 3.000 4988.3 4,400 4989.2 '.000 4989.7 6.600 4990.6
<br />53 73.26 13.500 4991.3 16,700 4993.1 21,200 4994.1 26,700 4995.2 I I '" 17.86 3,000 4995.6 <.<00 49%.2 '.000 4996.5 6,600 4997.1
<br />'" 74.47 13,500 499M 18,700 4995.7 21,200 4996.5 26,700 4998.1 '" 19.66 3,000 5003.8 <.<00 5004.2 5.000 _3 6.600 _.9
<br />05 75.s() 13,500 4996.5 18,700 4998.5 21,200 4999.2 26,700 5000.7
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