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<br />\ <br /> <br />. <br /> <br />-45- <br /> <br />. <br /> <br />ing from such inefficient use are not readily apparent to the water users.. <br />This prevents them from visualizing concrete, mutual benefits which would <br />result from certain changes in the uses of water which could be made <br />among users. However, in connection. with recently constructed multiple <br />purpose projects, as we~l as those under construction and those proposed <br />for construction, by much effort in ascertaining the benefits which would <br />be derived by certain changes in uses, by education, and by broad think- <br />ing and cooperation on the part of the water users, desirable changes are <br />being brought about in some localities. <br /> <br />Much of the substance of that which I have given above was contained <br />in a talk which I made before the Association of Western state Engineers <br />on October 12, 1942. I should like now to quote from a section of the <br />paper prepared for that talk: <br /> <br />. <br /> <br />"I wish to give some concrete examples of some situations <br />which exist in Colorado. These are to illustrate some of the <br />points which I have brought out concerning the better use of <br />water that might be brought about by consolidations and storage. <br />"Exhibits A, B, and C indicate the diversions of water in <br />acre-feet per acre by months in a typical year of three typical <br />ditches in Colorado which irrigate an aggregate of 50,000 acres. <br />These ditches divert from the same side of the river, and the <br />headgates are within a few miles of one another. The ditch <br />covering the land closest to the river, having an early water <br />right, has more than sufficient water at all times. The inter- <br />mediate ditch has a water right which is junior in character <br />but is not so poor as the upper ditch. From a physical stand- <br />point, it would be easy to consolidate the systems, diverting <br />the water through the upper ditch. Exhibit A indicates the <br />amount of water actually diverted by the senior ditch during a <br />typical year, as compared with the assumed ideal requirement <br />for that year. The water that was diverted in excess of the <br />assumed firm requirements may be noted. Exhibit B represents <br />the diversions of the intermediate ditch. It may be noted that <br />the diversions are somewhat distorted as compared with the <br />ideal demand. This is true to a greater extent with .the upper <br />ditch, as is shown by Exhibit C. <br />"Exhibit D indicates what the diversions would have been <br />in acre-feet per acre had the thr:ee water rights been combined <br />and had the water been diverted through the upper ditch and <br />distributed on a pro-rata basis. The improvement may be <br />readily noted. The combined supply of the three ditches results <br />in an almost perfect water supply for the combined acreage. <br />The excess water diverted by the lower ditch does not increase <br />crop produ~tion on the acreage under that ditch nearly to the <br />extent that the production would be increased if that water were <br />used to improve the water supply of the two adjacent ditches. <br />"It must be recognized that the process of bringing about <br />a consolidation of ditches, such as these three, would not be <br />limited to getting an agreement of the water users under the <br />three ditches to consolidate. Before changes in point of diver- <br />sion could be made to the upper ditch, it would be necessary to <br /> <br />.. <br /> <br />. <br /> <br />.. <br />