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<br />:. <br />I <br />I <br />I <br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />; I <br />I <br />I <br />I <br />I <br /> <br />TABLE 2 - (Cant. ) <br />LOCA TI ON RAINFALL <br /> Inches <br />Sec 19, TlOS, R64W 3.22 <br />Sec 35, TlOS, R64W 4.92 <br />Sec '1, TllS, R65W 3.68 <br />Sec 18, TllS, R65W 4.65 <br />Sec 22, TllS, R64W 7.6 <br />Sec 20, TllS, R64W 7.10 <br />Sec 4, Tl2S, R65W 1. 98 <br /> <br />REMARKS <br /> <br />6.4" fell in 4 hours <br /> <br />2.25" fell on 15th and 16th <br /> <br />The above table might be put in perspective by realizing that a_; <br />6-hour rainfall that would occur once each 100 years would drop 3.5 <br />inches. Approximately three-quarters of the basin received rainfall <br />in excess of that figure. <br /> <br />Because of the flood control measures in effect, as later described, <br />and the much smaller rainfall, this flood did not have near the effect as <br />the 1935 flood. All of the bridges crossing the creek, however, were <br />washed out at the abutments, stranding numerous travelers. The damages <br />from the flood were estimated to be $169,165 above Kiowa. <br /> <br />4. Magnitude of Previous Storms <br /> <br />The State Engineer and others have computed the magnitude of the <br />major storms on Kiowa Creek by measurement of the stream at the highwater <br />marks, which may be summarized as follows. <br /> <br />TABLE 3 - Selected Peak Discharges in the Kiowa Creek Watershed <br /> <br />LOCATION DRAINAGE AREA DATE OF FLOOD PEAK DISCHARGE <br /> Square Miles Second-Feet <br />Kiowa Creek at <br />Elbert 65 1935 43,500 <br />East Kiowa Creek <br />at Elbert 28.6 1965 41,500 <br />West Kiowa Creek <br />at Elbert 35.9 1965 20,000 <br />Kiowa Creek 21 <br />Miles Below <br />Elbert 190 1935 110,000 <br />Kiowa Creek <br />at Kiowa 111 1965 19,700 <br /> <br />All of these floods are considered to be in excess of that which <br />might be expected to occur on an average of once each 100 years. <br /> <br />6 <br />