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<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 />I <br />I <br />I <br />II <br /> <br />HYDROLOGIC AND HYDRAULIC ANALYSIS <br /> <br />Flood Characteristics <br /> <br />Floods in the study area are usually caused by general rainstorms and <br /> <br />cloudburst storms during the period of May through September. Floods resulting <br /> <br />from prolonged, heavy rainfall over the watershed are characterized by moderate <br /> <br />peak flow of moderate volume and duration. The cloudburst type is a high-intensity, <br /> <br />short-duration rainstorm that produces a flood of high-peak flow, short duration and <br /> <br />small \'olume of runoff. <br /> <br />Flood potential also exists from rapid melting of heavy snow cover in late <br /> <br />spring and summer. Floodflows resulting from snow melt are characterized by <br /> <br />moderate peaks, large volumes, and long duration. Arkansas River peak flow from <br /> <br />snow melt occurs in June and July. This peak flow, in combination with rainfall, can <br /> <br />cause severe flooding. <br /> <br />Hydrologic Analysis <br /> <br />No independent hydrologic analysis was performed for this study. The <br /> <br />hydrologic findings presented in the N.R.C.S. Flood Plain Study \vere used for this <br /> <br />flood plain examination. Those findings are as follows: <br /> <br />The Four-Mile Creek flows southerly out of the Pike National Forest, <br />whereas the Mud Gulch flows southerly out of a small local drainage. <br />They both join the Arkansas River at Canon City. The NRCS TR-2o <br />(Computer Program for Project Formulation Hydrology) was used in <br />frequency flow calculations for Mud Gulch. Four-Mile Creek's <br />discharges were computed by regional analysis. <br /> <br />Snow Melt Analvsis -- The effect of snow melt on runoffs was investigated. <br /> <br />The U.S. Army Corps of Engineers computer program, HEC-I, was used to test the <br /> <br />. <br /> <br />10 <br />