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<br />'''''1:;~ <br /> <br />',-ik",', <br /> <br />(:-,>"{::'.; <br /> <br />001539Results of preliminary studies, in which streamflow records <br />were used to' detect change in water yield due to land treatment (which <br />included stock pond developments), were inconclus ive. Further studies <br />have recently been completed and a final report summarizing the results <br />should be available sometime during 1962. <br /> <br />,:~ -~. <br /> <br />Other studies such as one conducted in the Cheyenne River Basin <br />in Wyoming by the U. S. Geological Survey concluded that for the period <br />1951-54 there was a reduction of from 23 to 37 percent (Culler 1961) of <br />expected natural annual water yield, due to stock water reservoirs on <br />the 9, 100 s quare miles above Angostura Dam. It is estimated that 9,320 <br />stock ponds, having an aggregate capacity of 52, 360 acre-fe,et, are in <br />this watershed. This represents a situation where the number of stock <br />ponds is un~sually high for a 'drainage ,area of that size. <br /> <br />i <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />:t~.{i~~ <br />:::;?1~f.1>.'.i <br />"'~,,~! <br />.',:.t';,-,t'.. <br />~~~~!!( <br /> <br />Estimates of effects of stock ponds on wat",r 'supply' on a river- <br />basin basis are reported in Senate 'Select Corrimittee Print No. 13 (supra). <br />Results of this study are shown in table 7. In this study the water yield <br />at 1000 square miles was assumed to be that available to downstream <br />water users. All figures in the table, including the estimated percent <br />reduction in downstream yield due to stock ponds, were computed on <br />that basis. <br /> <br />Because of the averaging process used in developing the figures <br />in table '1, they are not applicable for estimating effects of stock water <br />fac ilit ies on downstream water yields for sub-areas within the river <br />bas in. The large var iations of topography and climate in the Southwes t <br />preclude a uniform spacing of stock watering facilities throughout any <br />major river basin. As an example much of the area is mountainous with <br />high precipitation and perennial streams. These areas require few stock <br />watering fac ilities. Conversely there are'large areas of non-productive <br />desert, badlands, etc., which will never be developed. Consequently <br />the major ity of stock water facilities are concent,rated in the arid and <br />semi-arid portions of the Southwest whichhave rangeland suitable for <br />grazing but which requir e some type of stock water development to insure <br />an adequate water supply.' Effects of. stock water facilities on downstream <br />":'!later supplies within these areas can be significantly greater than the <br />effects estimated in the previously mentioned table. <br /> <br />The wide range of poss ibl e effects on downstream water yields <br />illustrates the fallacy of applying results from one area to another and <br />points out the need of analyzing each situation separately and concentrat- <br />ing on gathering phys ical data rather than cit ing previous studies. <br />/ <br /> <br />,.~.., <br /> <br /> <br />~ <br />~~/;'J <br />"'>;~\;i' <br />.....,.,. <br /> <br />.:,-.:;;-, <br /> <br />'. " <br /> <br />To make an accurate determination of the effects of stock ponds <br />on watershed yield at a particular location requires a great deal of data <br />and a complex hydrologic analysis. Since an analysis of this type involves <br /> <br />-: : - -'-~ ~ <br /> <br />;', -",::::; ',,:.~ <br /> <br />..'....,'..: <br /> <br />.'-. --'" <br />. .. , , ..-'..-~~ <br />,.,' <br />. ~;,,:"""- <br /> <br />