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<br />. <br /> <br />. <br /> <br />6 <br /> <br />WATER BUDGET <br /> <br />General <br /> <br /> <br />A sound ."present" , or "pre-project", water budget is the basis for future <br /> <br /> <br />~t load reduction calculation!!. However, the hydrogeology of this \D1it is so <br /> <br /> <br />coaplex that ",sound" is probably beyond achievement. The challenge is to <br /> <br />consider all of the appropriate factors and then consider the sensitivity of <br /> <br /> <br />the :IIOre important ones. <br /> <br />Much time has been spent trying to \D1derstand the water budget in the <br /> <br /> <br />McElIllO unit and in comparing data prepared by USBR and SCS. The difference <br /> <br /> <br />was first noticed in the anmal values for farm delivery and tailwater runoff sho~ <br /> <br /> <br />by each agency. For farla delivery, the values are 77,040 acre feet (USBR 1I> and <br /> <br />105,000 acre feet (SCS g,1l. For tailwater runoff, these values were 9,660 and <br /> <br /> <br />~. _ 45,000, respectively. <br /> <br /> <br />~tP \" One of the problems in this comparison is that study area bO\D1daries are not <br />~\..j) L the same. The irrigated acreage in the SCS study area is 29 ,100 acres and that <br />for USBR is 2:1,8000 acres. The SCS study area includes a 1300 acre area south of <br />the Aztec Divide that drains into IIavajo \\lash, then to the Mancos River, then to <br />the San Juan River, and then to the Colorado River. Since the drainage from <br />this 1300 acre area is higbly saline, it is well that SCS included it. Possibly <br /> <br />, <br />USBR should also have included the canals that service this area; they are <br /> <br />extensions of those included in their study. <br /> <br />USBR and SCS apparently approached their water budgets from differeDt directions. <br /> <br /> <br />This, no doubt, stems from their different primary interests; USBR - canal lining <br /> <br /> <br />and SCS - an onfarm program. USBR started with diversions from the Delores River <br /> <br /> <br />by the Montezuma Valley Irrigation Company (MVIC) and worked downstream, using <br /> <br /> <br />some inputs from SCS, <br /> <br />SCS appears to have used data fro.. sample farms studied and then <br /> <br /> <br />extrapolated this into a system onfarm budget. By doing this, it appears that <br /> <br /> <br />water reuse WIllI not adequately taken into acCO\D1t, nor WIllI the use of irrigation <br /> <br />water by pbreatophyt.. or the evaporation from farm ponds and onfarm and group <br /> <br />ditches quantifies. Also, tailwater runoff seepage and pond seepage was not <br /> <br />quantified. However, the effect of all this on salt load reduction calculations <br /> <br />is not of _jar proportions. <br /> <br />1/ McElmo Creek Unit, Colorado River \\later Quality <br />- Report, August 1982, Appendix B, Hydrosalinity, <br />Colorado Region. All future references to USBR <br />document. <br />2/ Onfarm Irrigation Improvements, <br />McElmo Creek Unit Salinity Control Study, Colorado River Basin Salinity <br />Control Program, Soil Conservation Se::vice, Denver, Colorado, Jan. 83. <br /> <br />Improvement Program, Planning <br />Bureau of Reclamation, Upper <br /> <br />report are to t()~ f~o 9 <br />