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<br />001502 <br /> <br />rains of O. 5 inch or less seldom produce runoff except when the Lntensi- <br />ties are very high or soils in the drainage basin are uncommonly tight: <br />When soils are sandy, rains of an inch or greater may be required to <br />produce any runoff. By decreasing soil permeability through various <br />methods of treatment, increased runoff may be obtained from both larger <br />and smaller storms (Meyers, 1961). Theoretically, if the surface is <br />rendered completely impervious, the runoff should approach the total <br />amount of the rainfall, but in practice this is impossible to attain. <br /> <br />',,'" .': <br />;..~'i<,:>;. <br /> <br />'~~~~ <br />\:~~:,~:;~,~ <br />1:}!:?} <br />~~., <br /> <br />",:' <br /> <br />To be successful, any treated area must yield sufficient water for <br />the livestock needs. Assuming again that the facility must produce suf- <br />ficient water for 100 head of cattle, the need will vary from 150,000 gal- <br />lons for a 5-month use to 360,000 gallons for year-long use. For smaller <br />operations where fewer than 100 head are to utilize the supply, the water <br />need will be correspondingly less and the treated area can be reduced. <br />On most Bureau of Land Management range lands the average annual pre- <br />cipitation varies from about 6 to 10 inches. Using an average of 8 inches <br />and assuming a 75 percent runoff factor for treated lands, it would require <br />slightly less than 1 acre of runoff area to supply the requirements for 5 <br />months of grazing for 100 cattle and "!-pproximately 2.2 acres for the full, <br />year and since there are certain to be losses from evaporation and other <br />causes, a compensating increase in the collection area will be essential. <br />With higher rainfall and greater runoff the runoff area can be reduced and <br />naturally the opposite will hold for less favorable conditions. <br /> <br />Methods of treatment to increas e the runoff fall into two general <br />classes: (1) treatment of the soilto decrease permeability and (2) cover- <br />ing the ground with some type of impervious blanket or pavement. The <br />effectiveness of each can be increased by selecting areas for treatment <br />which have a natural high runoff potential, such as snowdrift areas or <br />areas where orographic influences favor increased precipitation. <br /> <br />Reducing soil permeability <br /> <br />In land treatment methods, s oil permeability is deer eased either <br />by mechanical compaction or by dis per s ion of clay particles through us e <br />of chemicals. Compacting by sheep-foot rollers or pneumatic tampers <br />when the soil has optimum or slightly higher moisture content can greatly <br />reduce permeability and thus increase runoff. Specifications for this <br />type of treatment are available in standard engineering texts and need not <br />be repeated here. To be effective the soil must have a fairly high content <br />of silt and clay, be relatively free of rock, and the relief must be such as <br />to permit use of the heavy compacting equipment. Water will probably <br />need to be applied artifically in treatment as rains seldom are sufficient <br />to supply optimum moisture content to the soil to the depth needed. <br />Driving bands of sheep over wet soil is another effective method of <br /> <br />",; ':.. ..~:-::.. <br />:;',~:,:x.:..~:.., <br /> <br />'- ;'",': <br />'-<~;~~'(:' <br /> <br />'. <br />. ,-,' <br />,.,;" ....,. <br />::-..... . <br />..' ;"" ...,~,. <br /> <br />>'.-'-. <br /> <br />.:. <br /> <br />... <br />.' <br /> <br />'>:::<':<~'.:;' <br /> <br />'-'""." <br /> <br />...-:..:....--,. <br /> <br />11 <br /> <br />, <br />'-.' . .:~ ~:. ~ <br /> <br />,'.,'.< <br />';-i.'.< <br /> <br /> <br />. ,~: -'" --.~ - ;'. <br />;';;::":. '\.,~ <br /> <br />':~:~ <.;,,~. <br /> <br />.,,"~; -. <br /> <br />:)~;~:~:~2~..,,?~,;:!]~:?tgr,!,;{:,;,;,;P't:~1 <br />'., "<.. ;. <br />