Laserfiche WebLink
<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 />I <br />. <br /> <br />* Precipitation P. The historical station precipitation data were used as input <br /> <br />to the TR-20 model. No areal adjustments were made because of the small drainage <br /> <br />areas involved. The Natural Resources Conservation Service (NRCS) 24-hour Type <br /> <br />IlA rainfall distribution was selected for use in the model to generate frequency peak <br /> <br />discharges. <br /> <br />* Runoff Curve Numbers CN's: Hydrologic runoff curve numbers (CN's) were <br /> <br />developed from the NRCS soil map, land use information, and field observations. CN <br /> <br />values for the TR-20 watersheds reflect weighted average CN's for a variety of land <br /> <br />uses and soils \\1thin each watershed. <br /> <br />* Time of Concentration Tc. Time of concentration values were computed for <br /> <br />the Mud Gulch sub-basins from an empirical equation in the Natural Resources <br /> <br />Conservation Service's Engineering Field Manual, Chapter Two, intended for small <br /> <br />rural watersheds. <br /> <br />Tc <br />Where, <br />Tc <br />L <br />CN <br />Y <br /> <br />= <br /> <br />(L08x [(1OooICN)-9]o7) 1 (1140 X yos) <br /> <br />= <br /> <br />Time of concentration (in hours) <br />Flow length (in feet) <br />Runoff curve number <br />100CII A <br /> <br />= <br /> <br />= <br /> <br />= <br /> <br />and <br />Where, <br />Y <br />C <br />r <br />A <br /> <br />= <br /> <br />Average watershed slope (in percent) <br />Total contour length (in feet) <br />Contour interv'al (in feet) <br />Drainage area (in square feet) <br /> <br />= <br /> <br />* Base Flow. A base flow value of 25 cfs was obtained from the local irrigation <br /> <br />annual record. This base flow accounts for the inflow from the Oil Creek Ditch that <br /> <br />enters Mud Gulch at a point 6,700 feet upstream from the Arkansas River. <br /> <br />13 <br />