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Groundwater Hydrology and Estimation of Horizontal Groundwater Flux from the Rio Grande in Albuquerque, New Mexico

机译:新墨西哥州阿尔伯克基的里奥格兰德市地下水水文学和水平地下水通量估算

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摘要

In 2003, the U.S. Geological Survey, in cooperation with the Bureau of Reclamation and the U.S. ArmyrnCorps of Engineers, began a detailed hydrologic characterization of the Rio Grande riparian corridorrnin Albuquerque, New Mexico, to provide hydrologic data to enhance the understanding of hydraulicrninteractions among the river, riverside drains, and shallow alluvial aquifer.rnThroughout the Albuquerque Rio Grande riparian corridor, groundwater flows away from the Rio Granderntowards riverside drains. Results of slug tests indicate that shallow (less than 50 feet) alluvial hydraulicrnconductivities range from 3 to 240 feet per day (ft/d) with a median of 50 ft/d. Based on groundwater-levelrnmeasurements, the average of median daily horizontal hydraulic gradients ranged from 0.002 to 0.011.rnGroundwater fluxes calculated using hydraulic conductivities and Darcy’s law ranged from about 1.2 to 32.4rncubic feet per day per linear foot of river (ft3/d/ft), and those calculated using temperature and the Suzuki-rnStallman method ranged from 6.9 to 15.6 ft3/d/ft. While the calculated Darcy’s law and Suzuki-Stallmanrnfluxes are similar, comparisons to measured fluxes derived from seepage surveys of riverside drains nearrnthe Montaño Bridge indicate that the calculated flux of water from the Rio Grande at the Montaño Bridgernaccounts for only 18 to 50 percent of the measured drain fluxes.rnThe results of this study indicate that groundwater flux rates within the Rio Grande riparian corridor arernhighly variable and scale dependent and that seepage from the Rio Grande is not the only source contributingrnwater to the riverside drains.
机译:2003年,美国地质调查局与填海局和美国陆军工程兵部队合作,对新墨西哥州阿尔伯克基的里奥格兰德河岸走廊进行了详细的水文特征描述,以提供水文数据,以增进对水力相互作用的理解。在整个阿尔伯克基里奥格兰德河岸走廊上,地下水从里奥格兰德罗德河沿岸的排水口流走。团状试验的结果表明,浅层(小于50英尺)的冲积水力传导率范围为每天3至240英尺(ft / d),中位数为50 ft / d。根据地下水位测量,每日平均水平水力梯度的平均范围为0.002至0.011.rn使用水力传导率和达西定律计算的地下水通量范围为每天每线性英尺河(ft3 / d / ft)约1.2至32.4rncu·ft。 ),使用温度和Suzuki-rnStallman方法计算得出的结果范围为6.9至15.6 ft3 / d / ft。尽管计算出的达西定律和Suzuki-Stallmanrnfluxes相似,但与从Montaño桥附近河道排水渗流调查得出的实测通量的比较表明,MontañoBridgern的Rio Grande的计算通量仅占实测通量的18%至50%这项研究的结果表明,里奥格兰德河沿岸走廊内的地下水通量率是高度可变的,并且与规模有关,而且里奥格兰德河的渗漏并不是造成河道排水的唯一水源。

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  • 会议地点 Las Cruces NM(US)
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    USGS, Retired;

    USGS, New Mexico Water Science Center, 5338 Montgomery NE, Albuquerque, NM 87109 goelsner@usgs.gov, 505-830-7982 505-830-7982;

    USGS, Virginia Water Science Center, 1730 East Parham Road, Richmond, VA, 23228 kjmccoy@usgs.gov, 804-261-2656 804-261-2656;

    National Park Service, NPS Inventory and Monitoring- Mojave Network, 601 Nevada Highway, Boulder City, NV 89005 geoffrey_moret@partner.nps.gov, 702-293-8843 702-293-8843;

    USGS, New Mexico Water Science Center, 5338 Montgomery NE, Albuquerque, NM 87109 worthntn@usgs.gov, 505-830-7973 505-830-7973;

    Colorado School of Mines, Department of Geology and Geological Engineering, 1516 Illinois St. Golden, CO, 80401;

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