用数值地下水流动模型评估内华达州中西部鹰谷、代顿谷和丘吉尔谷卡森河流域中部用水变化的潜在影响

Eric D. Morway, Susan G. Buto, Richard G. Niswonger, Justin L. Huntington
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The first half of the study reviewed and synthesized previous geologic studies and contributed new datasets that served as a foundation for a three-dimensional, transient numerical model of groundwater and surface-water flow for the middle Carson River Basin extending from Eagle Valley to Churchill Valley. The model can be used to evaluate the effects of proposed alternative management strategies on groundwater sustainability, flows in the Carson River, and routine operation of Lahontan Reservoir and can also provide a basis for basin-wide investigations seeking to quantitatively evaluate the effects of climate change or yet-to-be-determined alternative management strategies.The middle Carson model was constructed using the U.S. Geological Survey groundwater modeling software MODFLOW-NWT. MODFLOW is widely used groundwater modeling software and is well-suited for evaluating groundwater and surface-water interactions. The model uses 550-feet square grid cells that align with the previously published model for Carson Valley (adjacent upstream valley). Six grid layers with more finely resolved vertical resolution near the perimeter of the active model domain and near surface-water features, compared to other areas of the active model domain, hone the simulated groundwater and surface-water exchanges. In addition to simulating groundwater and surface-water interaction, crop and phreatophyte evapotranspiration, lake evaporation, mountain-front recharge, recharge from irrigation return flows, and groundwater pumping are also simulated. Surface-water flow entering the model domain, including the Carson River, tributary inflow from perennial streams in Eagle Valley, and trans-basin imports through the Truckee Canal (surface water diverted from the Truckee River) are specified according to U.S. Geological Survey streamgage records. Groundwater pumpage and surface-water diversions to 10 agricultural ditches and the managed release from Lahontan Reservoir, at the end of the middle Carson River Basin, are specified according to water-manager records.The model simulation period extended from 2000 through 2010 (January 1, 2000, to December 31, 2010) using 574 weekly stress periods, with a single steady-state stress period at the beginning of the simulation that establishes initial conditions by approximating average conditions during the transient simulation period. All available observations for this period were used during the model calibration process, performed using automated parameter-estimation software. Calibration targets included observations of groundwater elevations in wells, streamflow, differences in observed streamflow between successive streamgages and actual evapotranspiration from irrigated lands. Among all 5,296 simulated and observed groundwater level pairs, the mean error was 1.42 feet; the mean absolute error, 7.71 feet; and the percent bias was −0.1 percent.Three alternative management scenarios, run using the entire period of analysis (2000–10), were simulated to improve understanding of the potential effects of (1) loss of irrigated agricultural lands following conversion of water-rights to municipal groundwater rights; (2) reclaiming treated wastewater with induction wells; and (3) exercising permitted but under-utilized groundwater rights. Scenarios 2 and 3 were further explored using two and four subscenarios, respectively. Simulated scenario results ranged from having little effect on the groundwater system relative to a baseline simulation to having spatially extensive and large groundwater-level declines (10 to 20 feet) compared to the baseline simulation. None of the simulated scenarios increased delivery of river flows to Lahontan Reservoir. On the contrary, one of the subscenarios under alternative management scenario 3 led to surface-water delivery shortfalls of more than 10,000 acre-feet per year.Future model improvements may include an extension of the model simulation period backward and forward in time and directly linking it to the upstream Carson Valley groundwater model. 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引用次数: 1

摘要

欲了解更多信息,请联系:内华达州水科学中心主任。内华达州卡森市,内华达州卡森市,89701在21世纪头十年中期内华达州西北部的经济繁荣时期,市政和住房的增长增加了这片半干旱地区水资源的使用。2008年,当经济放缓时,新的住房开发停止了,对地下水资源的直接压力减轻了。美国地质调查局与垦务局合作,开始对卡森河流域中部进行水文地质研究。研究的前半部分回顾和综合了以前的地质研究,并提供了新的数据集,这些数据集作为从鹰谷延伸到丘吉尔谷的中部卡森河流域地下水和地表水流动的三维瞬态数值模型的基础。该模型可用于评估所提出的备选管理策略对地下水可持续性、卡森河流量和Lahontan水库日常运行的影响,也可为寻求定量评估气候变化影响或尚未确定的备选管理策略的全流域调查提供基础。采用美国地质调查局地下水建模软件MODFLOW-NWT构建中部Carson模型。MODFLOW是广泛使用的地下水建模软件,非常适合评估地下水和地表水的相互作用。该模型使用550平方英尺的网格单元,与先前发布的卡森谷(毗邻上游山谷)模型对齐。相对于活动模式域的其他区域,在活动模式域周界附近和近地表水地物附近具有更精细的垂直分辨率的6个网格层可以模拟地下水和地表水的交换。除了模拟地下水和地表水的相互作用外,还模拟了作物和渗透植物的蒸散、湖泊蒸发、山前补给、灌溉回灌补给和地下水抽水。进入模型区域的地表水流量,包括卡森河,鹰谷常年溪流的支流流入,以及通过特拉基运河的跨流域进口(从特拉基河转移的地表水),根据美国地质调查局的流量记录进行了指定。地下水抽水和地表水转移到10个农业沟渠,并从卡森河流域中部末端的Lahontan水库管理释放,根据水管理记录进行指定。模型模拟周期从2000年延伸至2010年(2000年1月1日至2010年12月31日),使用574个周应力周期,在模拟开始时使用一个稳态应力周期,通过近似瞬态模拟期间的平均条件建立初始条件。在模型校准过程中使用了此期间所有可用的观测数据,使用自动参数估计软件进行校准。校正目标包括水井的地下水位、水流、连续水流测量所得的水流差异及灌溉土地的实际蒸散量。在所有5296对模拟和观测的地下水位中,平均误差为1.42英尺;平均绝对误差为7.71英尺;偏差百分比为- 0.1%。在整个分析期间(2000 - 2010年),模拟了三种可供选择的管理方案,以提高对以下潜在影响的理解:(1)水权转换为市政地下水权后灌溉农业用地的损失;(2)感应井回用处理后的废水;(三)行使许可但未充分利用的地下水权利。分别使用两个和四个子场景进一步探索了场景2和3。与基线模拟相比,模拟情景的结果对地下水系统影响不大,而与基线模拟相比,地下水位在空间上大幅度下降(10至20英尺)。所有模拟情景都没有增加拉洪滩水库的河流流量。相反,备选管理方案3的子方案之一导致每年地表水供应不足超过10,000英亩英尺。未来的模型改进可能包括将模型模拟周期在时间上向前和向后延长,并将其与上游的卡森河谷地下水模型直接联系起来。此外,将MODFLOW模型转化为GSFLOW模型,将降水径流和入渗等地下水和地表水流量充分整合,可以为卡森河流域中部水资源综合管理提供一种改进的工具。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Assessing potential effects of changes in water use in the middle Carson River Basin with a numerical groundwater-flow model, Eagle, Dayton, and Churchill Valleys, west-central Nevada
First posted May 15, 2023 For additional information, contact: Director,Nevada Water Science CenterU.S. Geological Survey2730 N. Deer Run RoadCarson City, Nevada 89701 During the economic boom of the mid part of the first decade of the 2000s in northwestern Nevada, municipal and housing growth increased use of the water resources of this semi-arid region. In 2008, when the economy slowed, new housing development stopped, and immediate pressure on groundwater resources abated. The U.S. Geological Survey, in cooperation with the Bureau of Reclamation, began a hydrogeologic study of the middle Carson River Basin. The first half of the study reviewed and synthesized previous geologic studies and contributed new datasets that served as a foundation for a three-dimensional, transient numerical model of groundwater and surface-water flow for the middle Carson River Basin extending from Eagle Valley to Churchill Valley. The model can be used to evaluate the effects of proposed alternative management strategies on groundwater sustainability, flows in the Carson River, and routine operation of Lahontan Reservoir and can also provide a basis for basin-wide investigations seeking to quantitatively evaluate the effects of climate change or yet-to-be-determined alternative management strategies.The middle Carson model was constructed using the U.S. Geological Survey groundwater modeling software MODFLOW-NWT. MODFLOW is widely used groundwater modeling software and is well-suited for evaluating groundwater and surface-water interactions. The model uses 550-feet square grid cells that align with the previously published model for Carson Valley (adjacent upstream valley). Six grid layers with more finely resolved vertical resolution near the perimeter of the active model domain and near surface-water features, compared to other areas of the active model domain, hone the simulated groundwater and surface-water exchanges. In addition to simulating groundwater and surface-water interaction, crop and phreatophyte evapotranspiration, lake evaporation, mountain-front recharge, recharge from irrigation return flows, and groundwater pumping are also simulated. Surface-water flow entering the model domain, including the Carson River, tributary inflow from perennial streams in Eagle Valley, and trans-basin imports through the Truckee Canal (surface water diverted from the Truckee River) are specified according to U.S. Geological Survey streamgage records. Groundwater pumpage and surface-water diversions to 10 agricultural ditches and the managed release from Lahontan Reservoir, at the end of the middle Carson River Basin, are specified according to water-manager records.The model simulation period extended from 2000 through 2010 (January 1, 2000, to December 31, 2010) using 574 weekly stress periods, with a single steady-state stress period at the beginning of the simulation that establishes initial conditions by approximating average conditions during the transient simulation period. All available observations for this period were used during the model calibration process, performed using automated parameter-estimation software. Calibration targets included observations of groundwater elevations in wells, streamflow, differences in observed streamflow between successive streamgages and actual evapotranspiration from irrigated lands. Among all 5,296 simulated and observed groundwater level pairs, the mean error was 1.42 feet; the mean absolute error, 7.71 feet; and the percent bias was −0.1 percent.Three alternative management scenarios, run using the entire period of analysis (2000–10), were simulated to improve understanding of the potential effects of (1) loss of irrigated agricultural lands following conversion of water-rights to municipal groundwater rights; (2) reclaiming treated wastewater with induction wells; and (3) exercising permitted but under-utilized groundwater rights. Scenarios 2 and 3 were further explored using two and four subscenarios, respectively. Simulated scenario results ranged from having little effect on the groundwater system relative to a baseline simulation to having spatially extensive and large groundwater-level declines (10 to 20 feet) compared to the baseline simulation. None of the simulated scenarios increased delivery of river flows to Lahontan Reservoir. On the contrary, one of the subscenarios under alternative management scenario 3 led to surface-water delivery shortfalls of more than 10,000 acre-feet per year.Future model improvements may include an extension of the model simulation period backward and forward in time and directly linking it to the upstream Carson Valley groundwater model. Furthermore, converting this MODFLOW model to a GSFLOW model, which fully integrates groundwater and surface-water flows including precipitation runoff and infiltration, may provide an improved tool for comprehensive management of water-resources in the middle Carson River Basin.
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