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<br />-, <br />.-, <br /> <br />32. The temperature of the water did not vary more than a few <br />degrees during and after density flow observations.. The dissolved <br />solids did not vary from those of normal flows. Samples were taken <br />and analyzed for size. They averaged 99 percent finer than sand <br />(.06.' mm). Outflows from the reservoir normally average only 82 per- <br />cent"' finer than sand. The reservoir water surface elevation was <br />above 3,830 feet during periods of observations. Data on density <br />flow observations below John Martin Dam are presented in table 12. <br />Although the'sediment concentration increased greatly with the release <br />of the density flows, the total volume of sediment carried by the _-I <br />density flows was insignificant when compared with the average annual <br />sediment deposition in the reservoir. <br /> <br />N <br />.-] <br />Q:l <br />1-". <br /> <br />,f <br />ANALYSIS OF SEDIMENTATION <br /> <br />33. Vol.wne of sediment in John Martin Reservoir. The volume of <br />sediment deposited in John Martin Reservoir during the 24.3 years of <br />reservoir operation has been 70,654 acre-feet or 2,908 acre-feet per <br />year. During the period between resurveys, from March 1962 to Sep- <br />tember 1966 (4.5 years), a total of 11,269 acre-feet of sediment was <br />deposited or 2,504 acre-feet per year> Detailed data are shown in <br />table 4, Reservoir Sediment Data Summary, ENG Form 1787. The sediment <br />retention computed on basis of the difference between inflow and out- <br />flow, using a dry weight of sediment of 75.7 pounds per cubic foot, --i-- <br />is 16,414 acre-feet for the period between the latest resurveys. This <br />figure is the retention for the entire period and must be adjusted <br />for consolidation of the older deposits to give a comparative amount <br />with the deposition calculated by survey methods. After the 1962 <br />resurvey and prior to the 1965 flood, the reservoir was emptied sev- <br />eral times. This caused a considerable drying out and consolidation <br />of the deposits in the lower reaches of the reservoir. It can be <br />concluded that some of the sediment deposition was offset by shrinkage <br />of previous deposits and resulted in the difference between sediment . <br />inflow and sediment deposition volumes. <br /> <br />34. Gradation of reservoir deposits. The grain size of the <br />sediment deposited in the reservoir is dependent on the grain size <br />of the inflow. Once the inflow enters the reservoir the sediment <br />particles are segregated and distributed in so many ways that the <br />original size distribution is lost. Samples of suspended sediment <br />were taken for the period March 1962 to September 1966 at the two <br />inflow stations and the average gradation for this period, weighted <br />for the difference of inflow, is as follows: <br /> <br />Suspended sediment inflow <br /> <br />Sand <br />10 <br /> <br />Percent <br />Silt <br />71 <br /> <br />Clay <br />19 <br /> <br />9 <br />