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<br />cc ltL4 <br /> <br />Irrigation Seepage <br /> <br />Irrigation water is applied to crops in the Rio Grande inner valley through a distribution <br />system of canals, laterals, and ditches. Water that is applied to fields in the Rio Grande inner <br />valley, but is not evapotranspired, becomes recharge to the aquifer system. Irrigation seepage in <br />the Albuquerque area was estimated using the Kernodle and others (1995) model to be about <br />9,600 acre-feet for the year ending in March 1994. Kernodle and others (1995, p. 17-18, 110) <br />asswned the irrigation seepage rate to be 1 acre-foot per acre per year, based. on 3 acre-feet per <br />acre per year being applied. Bjorklund and Maxwell (1961, p. 53) estimated that about one-third <br />of the irrigation water applied reaches the water table and that 3 acre-feet per acre per year is <br />usually applied to most crops (excluding alfalfa, which requires more than 4 acre-feet per acre <br />per year). The Bureau of Reclamation (1994a, table 8) has estimated the rate of this recharge to <br />range from 0.1 0 to 1.22 acre-feet per acre per year in the Rio Grande inner valley, depending on <br />crop type and soil series. Total applied irrigation water ranged from 1.1 to 4.2 acre-feet per acre <br />per year, depending on crop type and soil series. The average for all crops and soil series was 2.5 <br />acre- feet per acre per year. <br /> <br />By assuming that irrigation practices are consistent with those estimated by the Bureau of <br />Reclamation (1994a), reasonable estimates of the rate and distribution of irrigation seepage that <br />recharges the aquifer from cropland can be made based on the estimates described above and the <br />distribution of crops. Digital data that include the distribution of irrigated areas in the inner <br />valley of the Albuquerque Basin at a source scale of 1:24,000 are available from the National <br />Biological Service for 1935, and digital data at a source scale of 1:12,000 are available from the <br />Bureau of Reclamation for 1955, 1975, and 1992. The 1992 data distinguish crop type, <br />Distribution of crops by county is available from the New Mexico Crop and Livestock Reporting <br />Service (1962-94). Distribution of soil series in the Albuquerque area is reported by the U.S, <br />Department of Agriculture (1977). <br /> <br />About 14,000 acres of cropland were irrigated in the Albuquerque area in 1975 and about <br />9,600 were irrigated in 1992 (Bureau of Reclamation digital data). Hansen (in press) estimated <br />that about half of the recharge from the Rio Grande surface-water system between Bernalillo and <br />lsleta Pueblo comes from canal and irrigation seepage. Reduction of irrigated cropland in the <br />Albuquerque area may, therefore, have a significant effect on recharge from the inner valley <br />(Steve Hansen, written commun., 1995), which would influence ground-water/surface-water <br />interaction. It is, therefore, essential to docwnent changes in the amount and distribution of <br />irrigated cropland in the Rio Grande inner valley. <br /> <br />The measurement of water diverted into the canal system at Angostura by the MRGCD <br />and their proposed measurements of return flow to the river would enable the separation of <br />river- channel seepage from canal, drain, and irrigation seepage. Comparing return-flow <br />measurements with diversion measurements during the irrigation season would show net <br />seepage in canals, drains, and irrigated areas, and return-flow measurements during the winter <br />would show drain seepage. This information is essential for adjusting the ground-water-flow <br />model, thus improving the estimates of irrigation seepage as well as canal and drain seepage. <br /> <br />Septic-Field Seepage <br /> <br />Water from septic leach fields that reaches the water table is recharge to the aquifer system. <br />Septic-field seepage in the Albuquerque area was estimated using the Kernodle and others <br />(1995) model to be about 6,000 acre-feet for the year ending in March 1994. This number was <br />based on an assumed seepage rate of 75 gallons per person per day in areas not served by sewer <br />systems (Kernodle and others, 1995, p. 18-19, 110), Siegrist and others (1976, p. 536-537) <br />calculated wastewater production from 11 rural Wisconsin households to average 43 gallons per <br /> <br />28 <br />