首页> 外文会议>nternational Conference on Water Resources Engineering >Loxton Salt Interception Scheme Trial Horizontal Drainage Well: Well and Aquifer Response to Pumping, and Effectiveness in Controlling Groundwater Flux Discharging to the River Murray
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Loxton Salt Interception Scheme Trial Horizontal Drainage Well: Well and Aquifer Response to Pumping, and Effectiveness in Controlling Groundwater Flux Discharging to the River Murray

机译:散尔康盐拦截方案试验水平排水井:井和含水层对泵送的响应,以及控制地下水通量释放到默里的地下水通量的有效性

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The Loxton irrigation area is located adjacent the River Murray in the northwest region of the Murray Basin. In-river surveys indicate that a groundwater driven salt load of -98 t/d enters the river in the Loxton reach at river flows of less than 5,000 ML/d, and this may double to 188 t/d at flows of 20,000-30,000 ML/d. The construction of a salt interception scheme (SIS) was proposed to intercept the flux of saline groundwater (and therefore the salt load) before it enters the river. The Department of Water, Land and Biodiversity Conservation (DWLBC) in partnership with the Murray Darling Basin Commission and SA Water, have designed and constructed the SIS floodplain wellfield component of the SIS, and have undertaken preliminary investigations in relation to the application of horizontal drainage wells in the highlands. This paper details the results of a long-term (18 month) pumping test conducted on the Loxton trial horizontal drainage well. Interpretation of the test results, in terms of the well and aquifer response to pumping, and operational issues are discussed. This paper also discusses numerical groundwater modelling that predicts the effectiveness of the trial well, and various theoretical horizontal well construction scenarios, at intercepting the groundwater flux discharging to the river through a 1,300 m long aquifer strip. A general review of the design of the AUS$1.2 m trial well, which has a total length of 500 m and an operational horizontal production zone 250 m in length, is given. Recommendations are provided in relation to well design and construction.
机译:抛出灌区邻近默里盆地西北地区的默里河附近。在河里的调查表明,-98 T / D的地下水驱动盐负荷在河流达到河流的河流中,河流流量小于5,000毫升/天,这可能会在20,000-30,000的流动下加倍至188吨/天ml / d。建议在进入河流之前拦截盐截止方案(SIS)的构建以拦截盐水地下水(盐负荷)的通量。与Murray Darling Basin委员会和SA水合作的水,土地和生物多样性保护部(DWLBC)设计并构建了SIS的SIS Flocllain井菲尔德组成部分,并对水平排水的应用进行了初步调查在高地的井。本文详细说明了在散隆试验水平排水井上进行的长期(18个月)泵送测试的结果。根据井和含水层对抽水的响应,对测试结果的解释以及运作问题。本文还讨论了数控地下水建模,预测了试验井的有效性,以及通过1,300米长的含水层截止到河流的地下水通量施加到河流的地下水通量。给出了对Aus 1.2米试验的一般性综述,给出了总长度为500米和长度的运行卧式生产区。建议与井设计和建设有关。

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