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<br />" <br /> <br />0'1876 <br /> <br />including that collected since 19531 does not show sufficient water for <br />operation under conditions (d) and \e) without materially depleting the <br />inflow to John Martin Reservoir in the absence of a source of replacement <br />water. At this time it is impractical to buUd replacement storage in <br />Trinidad Reservoir on the chance that replacement water may be available <br />at some indef'1nite time in the future. <br /> <br />There are presently 13 ditches operating in the Trinidad area. Two <br />of these, the Lave and Lopez, divert upstream from Trinidad and <br />are wholly or partially eliminated by the reservoir construction. The <br />project plan provides for serving the other 11 ditches. <br /> <br />The Purgatoire <br />acre-feet annually. <br />52,000 acre-feet. <br /> <br />River at Trinidad damsite has averaged about 62,000 <br />Project ditches have historically diverted about <br /> <br />Because of the erratic occurrence of direct flows and lack of <br />storage control, about 16,000 acre-feet of this amount is applied in <br />excess of crop requirements. The remaining 36,000 acre-feet though <br />applied in season is frequently applied to crops which have already <br />suffered drought damage. Through storage and regulation, the Trinidad <br />Project assures that all of the water diverted is efficiently used. <br /> <br />Hydrology <br /> <br />The hydrology studies were based on the period 1925 through 1951. <br />The future water supplies end future water requirements are based on <br />the streamflow, weather and diversion records available for this <br />period. In the study, the Arkansas River Compact and the water rights <br />upstream and downstream on the Purgatoire River were :fUlly recognized. <br /> <br />The water rights belonging to the 11 ditches participating in the' <br />project are t.:;' cOl:lcer.'ned, All of these rights except the small <br />John's Lake storage :ight are used under the project plan. Depletions <br />from upstream rights are reflected in the historic streamflow records <br />and no additional depletions are foreseeable. Bypasses for the downstream <br />rights were evaluated in the operation studies. The existing decreed <br />water rights of the project area are not subject to any other restrictions. <br />Any new water rights will be restricted by the Arkansas River Compact. <br /> <br />An uninterrupted record of streamflow for the 33-year study period <br />is available for the Trinidad gage. The historic runoff from the 195 <br />square miles above this gage is considered representative of the future <br />inflow to Trinidad Reservoir. The average annual flow at this gage is <br />62,100 acre-feet. Yearly flows have varied from 16,300 acre-feet in <br />1951 to 191,300 acre-feet in 1942. Similar great variations in annual <br />flow are expected to occur in the future. <br /> <br />3 <br /> <br />, <br />