王俊发, 马 旭, 周海波. 基于多目标模糊优化的土保护层塑膜铺衬防渗渠道设计[J]. 农业工程学报, 2008, 24(12): 1-5.
    引用本文: 王俊发, 马 旭, 周海波. 基于多目标模糊优化的土保护层塑膜铺衬防渗渠道设计[J]. 农业工程学报, 2008, 24(12): 1-5.
    Design of the seepage-proofing canal with soil protective layer geomembrane based on the multi-objective fuzzy optimization[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2008, 24(12): 1-5.
    Citation: Design of the seepage-proofing canal with soil protective layer geomembrane based on the multi-objective fuzzy optimization[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2008, 24(12): 1-5.

    基于多目标模糊优化的土保护层塑膜铺衬防渗渠道设计

    Design of the seepage-proofing canal with soil protective layer geomembrane based on the multi-objective fuzzy optimization

    • 摘要: :传统的土保护层塑膜防渗渠道设计仅从水利学的角度考虑单一水力条件下的可靠性,而忽视了经济上的实用性。该文根据多目标模糊优化设计思想,建立了以输水量大、经济性好为目标,满足多种约束条件的模糊优化设计数学模型,对土保护层塑膜铺衬防渗渠道的断面结构进行优化,给出了不同淹没度条件下渠道设计参数的模糊优化结果,仿真分析了渠道边坡角、渠底宽、覆土厚度和渠坡高度等设计参数对总体目标的影响规律。该研究结果为提高土保护层塑膜铺衬防渗渠道的综合设计水平提供了参考依据。

       

      Abstract: The traditional design method of the geomembrane seepage-proofing canal with soil protective layer only considers the reliability on single hydraulics conditions, and neglects the practicability on economy. Based on the multi-objective fuzzy optimization theory, the section of the geomembrane seepage-proofing canal with soil protective layer was optimized. A multi-objective fuzzy optimal mathematics model whose goals consist of economical efficiency and transportation ability and which satisfies the given conditions was established. The fuzzy optimal results of canal design parameters in different submergence-degree conditions were given by optimizing the section structure of seepage-proofing canal with soil protective layer geomembrane. Effects of design parameters, such as canal slope angle, width of canal bottom, height of canal, thickness of soil layer, on the whole goal level were analyzed by simulation analysis. The research results supply the reference to raise the whole design level of the geomembrane seepage-proofing canal with soil protective layer.

       

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