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<br />DI8 <br /> <br />FLOODS OF 1965 IN THE UNITED STATES <br /> <br />from Smith Canyon, which had a peak discharge of 84,000 cfs at a site 4.5 <br />miles upstream from its mouth, The second peak, 62,500 cfs, was from the <br />flood crest moving down the Purgatoire River, but there had been con- <br />siderable attenuation from the peak discharge of 105,000 cfs at the Higbee <br />station, Had the flood crest from Smith Canyon been coincidental with the <br />crest moving down the river, the flood at Las Animas would have been <br />much more devastating, <br /> <br />ARKANSAS RIVER-JOHN MARTIN DAM, COLORADO, TO GREAT BEND, <br />KANSAS <br />The gates in John Martin Dam were closed at 0730 hours on June 17, and <br />nearly the entire volume of flood runoff was contained in the reservoir. <br />However, another flood was generated on the Arkansas River in the reach <br />between the mouth of Caddoa Creek and Lamar, Colo., from the tributaries <br />on the south side of the river. The sum of the peak discharges on Caddoa, <br />Mud, and Dry Creeks was almost 120,000 cfs during the early hours of June <br />18. Channel storage and differences in timing reduced these combined peak <br />inflows to a peak discharge of 73,800 cfs at Lamar at 0800 hours on June 18 <br />(fig, 9). Even with this reduction, the gaging station was inundated and ex- <br />tensive flooding occurred in the north half of Lamar. Willow Creek, a <br />tributary entering Lamar from the south, spread havoc in the southern and <br />eastern parts of town. <br />High runoff from Clay Creek, a south-bank tributary east of Lamar, <br />added to the floodflows on the Arkansas River. The peak discharge on Clay <br />Creek upstream from Clay Creek Reservoir was 158,000 cfs on June 18. <br />Clay Creek Reservoir filled to capacity from inflow due to rains on June <br />17, and the dam failed because of the high inflow on June 18. Between <br />Clay Creek Reservoir and the Arkansas River, highway bridges and <br />railroads were extensively damaged (fig. 10). <br /> <br />Big Sandy Creek enters the Arkansas River from the north between <br />Lamar and Granada, Colo. It heads near Calhan in the area northeast of <br />Colorado Springs, flows northeast toward Limon, and then turns <br />southeast to the Arkansas River. The peak discharge near Calhan <br />(60,700 cfs at 1700 hr on June 17) was caused by the storms of June 17 <br />near Colorado Springs. The peak flow was reduced significantly by <br />Ramah Reservoir, 9 miles downstream, and little of this flow reached the <br />Arkansas River. Supplemental information along Big Sandy Creek was <br />obtained by H. F. Matthai on July 13, 1965 (written commun.). Peak <br />discharges estimated at 2,500 to 3,000 cfs occurred at Matheson, Limon, <br />and Hugo, and one of about 8,000 cfs occurred at Kit Carson. The peak <br />discharge near the mouth of only 3,600 cfs occurred at 0900 hours on <br />June 17 and resulted from local rains. <br />Other north-bank tributaries between Lamar and the State line also had <br />only minor flood peaks except for Wild Horse Creek, which had a peak flow <br />of 10,600 cfs at Holly on June 17. <br />