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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.
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