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首页> 外文期刊>Irrigation and Drainage >Conjunctive water management options: examples from economic assessment of system-level water saving through Liuyuankou Irrigation System, China
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Conjunctive water management options: examples from economic assessment of system-level water saving through Liuyuankou Irrigation System, China

机译:联合水资源管理方案:通过中国六院口灌溉系统进行系统级节水的经济评估的实例

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The paper provides results of a study aimed at saving a substantial amount of water by maintaining deeper groundwater levels to prevent fallow evaporation and by reducing the cost of groundwater abstraction for lowland farmers. An integrated LIS economic appraisal model was developed that linked simulated response of hydrological modelling of different conjunctive management options with economic analysis. The simulation results of the LIS system dynamic model show that a combination of canal lining and pumping groundwater is the most cost-effective way to reduce non-beneficial evapotranspiration and increase water availability by saving up to 68 MCM of water. The simulation results of economic parameters indicated that canal lining and pumping also offer highest net economic benefits (Y21.98 million). Among other options, canal lining also indicates reasonably high net economic benefits (Y9.02 million). The model indicates a small increase in marginal value of water with canal lining (Y1.53m-3) and pumping and canal lining (Y1.62m-3). Among other options, the marginal capital cost of water saving for pumping and canal lining together was the lowest (Y0.096m-3). However, the marginal capital cost of water saving for pumping and shifting canal water downstream was the most expensive (Y1.046m-3).
机译:本文提供了一项研究结果,旨在通过保持更深的地下水位以防止休闲蒸发并降低低地农民抽取地下水的成本来节省大量水。建立了一个综合的LIS经济评估模型,该模型将不同联合管理方案的水文模型模拟响应与经济分析联系起来。 LIS系统动力学模型的仿真结果表明,将运河衬砌与泵送地下水相结合是减少非有益的蒸散量并通过节省多达68 MCM的水来增加水利用率的最经济有效的方法。经济参数的模拟结果表明,运河衬砌和抽水也可提供最高的净经济效益(2198万日元)。在其他选择中,运河衬砌也显示出较高的净经济效益(902万日元)。该模型表明,水的边际价值随渠道衬砌(Y1.53m-3)以及泵送和渠道衬砌(Y1.62m-3)而略有增加。在其他选择中,用于泵送和运河衬砌的节水的边际资本成本最低(Y0.096m-3)。然而,节水的边际资本成本是最昂贵的(Y1.046m-3),用于泵送和转移下游的运河水。

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