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OPTIWAM: An Intelligent Tool for Optimizing Irrigation Water Management in Coupled Reservoir-Groundwater Systems

机译:OPTIWAM:用于优化水库-地下水耦合系统中灌溉水管理的智能工具

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摘要

An approach based on a real coded Genetic Algorithm (GA) model was used to optimize water allocation from a coupled reservoir-groundwater system. The GA model considered five objectives: satisfying irrigation water demand, safeguarding water storage for the environment and fisheries, maximizing crop water productivity, protecting the downstream ecosystem against elevated soil salinity and hydromorphic issues, and reducing the unit cost of water. The model constraints are based on hydraulic and storage continuity requirements. The objectives and constraints were combined into a fitness function using a weighting factor and the penalty approaches. The decision variable was water allocation for irrigation demand from reservoir and groundwater. The irrigation water demands around the reservoir were estimated using the Food and Agriculture Organization (FAO) Penman-Monteith method in the water evaluation and planning (WEAP) software. The deterministic GA model was coded using Visual Basic 6 and a new tool for irrigation water management optimization (OPTIWAM) was developed. To validate the applicability of the deterministic model for the operation of coupled reservoir-groundwater systems, the Boura reservoir (in the center-west region of Burkina Faso) and the downstream irrigation area were used as a case study. Results show that the proposed methodology and the developed tool are effective and useful for determining optimal allocation of irrigation water. Furthermore, the methodology and tool can improve water resources management of coupled reservoir-groundwater systems.
机译:一个基于实数编码遗传算法(GA)模型的方法被用来优化水库-地下水耦合系统的水分配。遗传算法模型考虑了五个目标:满足灌溉用水需求,保护环境和渔业用水,最大化农作物水生产率,保护下游生态系统免受土壤盐分和水形态问题的困扰以及降低水的单位成本。模型约束基于水力和存储连续性要求。使用加权因子和惩罚方法将目标和约束条件合并为适应度函数。决策变量是为水库和地下水的灌溉需求分配水量。使用粮食与农业组织(FAO)的Penman-Monteith方法在水评估与计划(WEAP)软件中估算水库周围的灌溉水需求。使用Visual Basic 6对确定性GA模型进行编码,并开发了用于灌溉水管理优化的新工具(OPTIWAM)。为了验证确定性模型在水库-地下水耦合系统运行中的适用性,以博拉水库(布基纳法索中西部地区)和下游灌溉区为例。结果表明,所提出的方法和开发的工具对于确定灌溉用水的最佳分配是有效和有用的。此外,该方法和工具可以改善水库-地下水耦合系统的水资源管理。

著录项

  • 来源
    《Water Resources Management》 |2015年第10期|3841-3861|共21页
  • 作者单位

    Int Inst Water & Environm Engn 2iE, Hydrol & Water Resources Lab, Ouagadougou 01, Burkina Faso;

    Natl Inst Agron Tunisia, Le Mahrajenetunis 1082, Tunisia;

    West African Sci Serv Ctr Climate Change & Adapte, Ouagadougou, Burkina Faso;

    Int Inst Water & Environm Engn 2iE, Hydrol & Water Resources Lab, Ouagadougou 01, Burkina Faso;

    Univ Montpellier 2, IRD HydroSci Montpellier, F-34095 Montpellier 5, France|Int Inst Water & Environm Engn 2iE, Hydrol & Water Resources Lab, Ouagadougou 01, Burkina Faso;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Irrigation; Water resources; Allocation; Optimization; Genetic algorithms;

    机译:灌溉;水资源;分配;优化;遗传算法;

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