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<br />. <br /> <br />. <br /> <br />The canal systems in the area were not designed for seepage control. <br /> <br />Less than 2 miles of the 295 miles of canals and laterals in the <br /> <br />district are concrete lined. Side slopes are generally covered with <br /> <br />a bermuda-type grass for erosion prevention and weed control which <br /> <br />attracts muskrats and gophers whose burrowing causes 10 to 20 canal <br /> <br />bank failures each year. While the distribution system has been well <br /> <br />maintained, most canals do not have modern diversion structures, <br /> <br />measuring devices, or other control structures, <br /> <br />The PVID is directly connected to the river system in that virtually <br /> <br />all inflow comes directly from the Colorado River, with the exception <br /> <br />of minor overland runoff caused by rain, and all out-flow enters the <br /> <br />river. Agricultural drainage from the District contains both salt <br /> <br /> <br />that is present in the diverted water and salt that is picked up <br /> <br />beneath the surface of the District. <br /> <br />While some lands require pump lifts to deliver water, most irrigation <br /> <br />deliveries are by gravity, Water is lost from the distribution <br /> <br />system by canal breaks, evaporation, seepage, and operational spills. <br /> <br />Operational spills occur as the result of fluctuating demands on the <br /> <br />system and time lags up to 12 hours between diversions into the intake <br /> <br />facilities and deliveries to farms. Excess water in the canals is <br /> <br />spilled directly back to the river or to drainage ditches. <br /> <br />r0~01 8 <br />~~~~ <br /> <br />Bookman-Edmonston Engineering, Inc., was retained by the Water and Power <br />Resources Service in 1975 to gather data on irrigation efficiency and <br /> <br />agricultural drainage in the PVID. They were to make a preliminary <br /> <br />analysis of whether irrigation systems improvements might reduce salt <br /> <br />11 <br />