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首页> 外文期刊>Journal of water resource and protection >Recharge to Blue Lake and Strategies for Water Security Planning, Mount Gambier, South Australia
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Recharge to Blue Lake and Strategies for Water Security Planning, Mount Gambier, South Australia

机译:南澳大利亚芒特甘比尔的蓝湖补给和水安全规划策略

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Blue Lake, a volcanic crater provides municipal water supply to the city of Mount Gambier, population of 26,000. Current average annual pumping from the lake is 3.6 × 10~6 m~3. The lake is fed by karstic unconfined Gambier Limestone aquifer. Storm water of the city discharges to the aquifer via about 400 drainage wells and three large sinkholes. Average annual storm water discharge is estimated at approximately 6.6 × 10~6 m~3 through drainage wells and sinkholes within 16.8 km~2 of the central part of the city. Chemical mass balance for calcium was used to estimate groundwater inflow to the lake at 6.3 × 10~6 m~3, almost equal to the volume of storm water discharge and slightly higher than the previous estimates using environmental isotopes (4.8 - 6.0 × 10~6 m~3). Considering the lake outflow volume of 2.7 × 10~6 m~3, the net inflow to the lake equates to the current annual pumping and therefore it is considered that the current pumping rate is at the upper limit. For meeting the short-term future demand, confined aquifer water may be used and in the longer-term, an additional well field is required outside the Blue Lake capture zone, preferably to the north-east of the city. For water supply security, inflow to the lake along with water quality has to be maintained within the city. Current annual private abstraction within the capture zone is about 4.4 × 10~6 m~3 and in order to maintain aquifer water levels, no additional allocation should be allowed.
机译:蓝湖,一个火山口,为芒特甘比尔(Mount Gambier)市(人口26,000)提供了市政供水。目前从湖中平均每年抽水量为3.6×10〜6 m〜3。该湖由岩溶的无边际甘比尔石灰石含水层喂养。该市的雨水通过约400口排水井和三个大污水池排入含水层。通过城市中部16.8 km〜2之内的排水井和污水坑,估计年平均雨水排放量约为6.6×10〜6 m〜3。钙的化学质量平衡被用来估算地下水流入湖面的流量为6.3×10〜6 m〜3,几乎等于雨水排放量,并且略高于先前使用环境同位素的估算值(4.8-6.0×10〜 6 m〜3)。考虑到湖泊的流出量为2.7×10〜6 m〜3,流入湖泊的净流入量等于当前的年度抽水量,因此认为当前的抽水率处于上限。为了满足短期的未来需求,可以使用承压含水层水,从长远来看,需要在Blue Lake捕获区之外,最好是在城市东北部,增加一个井场。为了保证供水安全,必须在城市内保持流入湖泊的水质。目前,捕获区内的年度私人取水量约为4.4×10〜6 m〜3,为维持含水层水位,不应再进行额外分配。

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