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<br /> <br />on1496 <br /> <br />has the added advantage of permitting the selection of flow periods when <br />the sediment load is low, thus preserving the pond capacity. <br /> <br />Springs <br /> <br />In general the larger perennial spr ings are in the same category <br />as perennial streams since most have long since passed into private own- <br />ership and their v"lue to outside development is thus sharply limited.., <br />However, a few have been designated as public watering places and, in <br />some cases, use of these sources is being expanded by hauling or distri- <br />bution by pipeline. Springs have an advantage in this regard because, <br />unlike streams which generally occupy the lowest parts of the basin, they <br />often are located at relatively high elevations favorable for gravity distri- <br />bution by pipeline. <br /> <br />Although most major springs have been fully appropriated, it is <br />obvious from observations over the Southwest that many springs are <br />improperly or inadequately developed. Tolman (1937) states that only a <br />small proportion of the world's springs are developed to the ir full capacity, <br />and that in semiarid and arid regions springs are rarely fully developed. <br />Evidence supporting the se statements is the phreatophyte growth, gener- <br />ally worthless, associated with most springs. A rough estimate of the <br />water wasted in this manner can be derived by measuring the ar'ea of <br />swamp and plant growth and appl ying an appropr iate coeffic ient of us e <br />by evaporation and/or transpiration. Experience indicates that the waste <br />from most small springs, ,estimated in this manner, often exceeds by <br />several times the flow left for beneficial use. <br /> <br />The small yield requirements of a properly developed range stock <br />water facility'make it possible to consider sources, such as minor <br />springs, that would be valueless for other purposes. It is a generally <br />accepted rule in most ar id and semiarid areas that no more than 100 head <br />of cattle, or equivalent in other types of stock, can be grazed for any pro- <br />tracted period within the service area of a single water facility without <br />exceeding carrying capacity and causing damage to the range. On poorer <br />ranges the number may be considerably less and on better ranges it may <br />be exceeded for short periods, but even on the best range the limitation <br />of 100 seems to be generally accepted. The actual drinking requirement <br />for 100 head of cattle is approximately 1,000 gpd (gallons per day) equiv- <br />alent to a continuous yield of O. 7 gpm (gallons per minute). The require- <br />ments for larger herds will be in direct proportion to the number, but as <br />can be seen, a herd of 300 needs a yield just slightly in exc."'S:s of 2 gpm. <br /> <br />Relating a yield of this magnitude to transpiration losses from <br />phreatophytes or to evaporation from damp or swampy ground shows that <br /> <br />5 <br /> <br />'~2:i <br /> <br />"'?::j) <br /> <br />;-.-',.'. <br />..-..... <br /> <br />.~, ". :~:/; <br /> <br />~~;w.~ <br /> <br />. . ." '. . ~ '. <br />":~ ,:".-~:.: <.: <br /> <br />:~:i.~:~~~: <br />--"'" <br /> <br />I <br /> <br /> <br />'lo"' ,.3~~~~ <br />~~~WR~~;~ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />j". <br />