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<br />Section 4 <br />WATER QUALITY CONSIDERATIONS <br /> <br />Although the basic considerations for selection of six study communities <br />revolved around the salinity of the present water supplies, namely, the total <br />solids content and hardness, the performance of desalting techniques suitable <br />for improving the quality of the water must be considered for a wider spectrum <br />of water characteristics. It was decided that the water quality objectives of <br />the study were to reduce the total hardness of present water supplies to a max- <br />imum of 200 mg/l* with the added requirements that total dissolved solids not <br />be above 1000 mg/l and that none of the USPHS rejection limits be exceeded. <br />These rejection limits and other criteria are shown in Table VII. <br /> <br />A survey of State Health Department records indicated that information <br />was available on the candidate communities from about 1949 to date. Records <br />of all available water analyses have been gathered for use in this study. It <br />should be recognized, however, that these data are far from complete, in that <br />very often only one of several wells furnishing water to a given community has <br />been characterized, and no information is available as to the pumping rates of <br />either the well sampled or other wells at the time of sampling. <br /> <br />Water quality information is necessary for two reasons. The total dis- <br />solved solids, total hardness, and certain other constituents must be quanti- <br />fied to establish the reduction required to meet the objectives of this study. <br />The above constituents and a number of other water characteristics (such as pH, <br />temperature, and calcium, sodium and chloride concentrations) must be quanti- <br />fied to predict the performance of the various desalting systems. <br /> <br />An attempt has been made to generate a history of water quality for each <br />of the candidate communities, and this information can be found in Tables VIII <br />through XIII. The units of each constituent found in the tables** are defined <br />as follows: <br /> <br />* <br /> <br />It should be noted that for purposes of this study the units of mg/l are <br />essentially the same as ppm. Also, one grain of hardness is equal to 17.1 <br />mg/l, therefore 200 mg/l is equivalent to 11.7 grains of hardness. <br /> <br />Constituents not shown in the tables are those for which the rejection <br />limits have never been exceeded as indicated by the available records for <br />the subject communities. <br /> <br />** <br /> <br />19 <br /> <br />0195 <br />