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<br />. <br />~ <br />1 <br />r <br /> <br />f <br /> <br />Land usage is varied depending upon the soil type and availability <br />of supplemental water. The more hummocky or sandy areas are generally retained <br /> <br />. <br />r <br /> <br />in native or somewhat improved dryland grasses for grazing. The cultivated <br />areas are cropped to small grains, corn, sorghum, and some alfalfa. With <br />the improvements in the center pivot sprinkler systems and the development <br /> <br />of relatively high yielding wells from the underlying aquifer that has <br /> <br />; <br /> <br />occurred in the past five to eight years, a significant increase in <br /> <br />~ <br />, <br />, <br /> <br />irrigated land has been achieved in the general Washington-Yuma County <br /> <br />area. The increase in sprinkler irrigation has not materially affected <br /> <br />; <br /> <br />I <br />r <br />I~ <br />~ <br />. <br /> <br />the hydrological characteristics of the basin due to the controlled water <br /> <br />application rates and the relatively high infiltration rates typical of <br /> <br />the basin soils. <br /> <br />f <br /> <br />The soil mantle infiltration rates utilized in this study are based <br />upon the tests and data accumulated by the U. S. Soil Conservation Service. <br />The soil survey for Washington County was completed and published in 1947. <br />The Yuma County soils survey has been essentially completed but to date <br />has not been published. However, the data for definition of the hydrological <br /> <br />~ <br />I <br />; <br /> <br />, <br />~ <br /> <br />soil groups were made available to Hydro-Triad, Ltd. for this study. <br /> <br />Aerial photos supplied by Yuma County Land Use Adminis~ration and the <br /> <br /> <br />U.S.G.S. at ~kron have been used to supplement field surveys of vegetal <br /> <br />ground cover and land use. <br /> <br />The current land uses combined with the hydrological soil groups <br /> <br />were basically utilized as outlined in the S.C.S. National Engineering <br /> <br />Handbook, Section 4, Hydrology, to arrive at the runoff curve numbers (eN) <br /> <br />-3- <br />