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<br />o <br />>l::o <br /><.0 <br />(;..J <br /> <br />. <br /> <br />. <br /> <br />Water <br />District <br /> <br />No. of <br />Ponds <br /> <br />Capacity <br />(Acre-Feet) <br /> <br />Average Capacity <br />(Acre-Feet) <br /> <br />lO <br />11 <br />l2 <br />l3 <br />l4 <br />l5 <br />l6 <br />17 <br />l8 <br />19 <br />66 <br />67 <br /> <br />121 <br />2 <br />119 <br />13 <br />300 <br />76 <br />89 <br />299 <br />l23 <br />859 <br />l79 <br />597 <br /> <br />4.6 <br />6.0 <br />1.8 <br />2.2 <br />4.5 <br />1.9 <br />2.5 <br />3.4 <br />1.9 <br />2.4 <br />2.l <br />l.:.L <br /> <br />560 <br />l2 <br />218 <br />29.6 <br />l,352.4 <br />l48.2 <br />222.9 <br />l,024.4 <br />237.l <br />2,110.8 <br />378.6 <br />l,906.9 <br /> <br />Total for the <br />Basin <br /> <br />8,200.9 <br /> <br />2.9 <br /> <br />2,777 <br /> <br />An examination of the map on which the stock ponds were plotted <br /> <br />is, at first glance, almost frightening. Further study, however, <br /> <br />and particularly analysis of the possible effect in selected areas <br /> <br />discloses that the problem is not nearly as serious as it appears <br /> <br />at first glance. <br /> <br />The first method used for detailed study was to choose <br /> <br />an area for which weather station records of precipitation are <br /> <br />available and which is located adjacent to, or near, a river <br /> <br />gaging station at which records of flow are also available. The <br /> <br />first area chosen was on the purgatoir.e River at Trinidad, where <br /> <br />there is located a stream gaging staticn and a weather station <br /> <br />with adequate stream flow and p~ecipitation records. The period <br /> <br />of study chosen was from 1945 to 1960. Fa= study purposes it was <br /> <br />-3- <br />