基于群集智能优化算法的排水权合理配置研究

Due to the absence of the reasonable allocation and management of flood drainage right, the watershed upstreams and downstreams, mainstream and tributaries, left banks and right banks discharged the flood water considering their own interests when the floods occurred, which exacerbated the flood loss and caused water dispute.It is most important to study the allocation and management of the flood drainage right, which is the development trend and requirements in modern water industry. In and abroad, the water right theories have been applied to water supply, water intake and sewage, but the flood drainage right study is rarely. Taking the typical backbone of the Huaihe River Basin as the example,this study solve the flood problems from the reasonable allocation of flood drainage right. It defines definition and connotation of the flood drainage right, analyze and quantity the basic elements and put forward the principles for the reasonable allocation of the flood drainage right. The dynamic and balanced model for the reasonable allocation of flood drainage right is established with the flood disater losses minimum as the objecetive funciton and flood risk as the important constraint. The model is solved through the swarm intelligence optimization algorithm. The best ratio of the flood drainage rights is defined combining with the scheduling rules during history floods and considering the water dispute and solutions. The results will provide the scientific basis for the project layout, integrated management and flood control.

由于排水权配置管理的缺位，洪涝灾害发生时，流域上下游、左右岸、干支流之间如只出于自身利益考虑排放洪涝水，易加剧洪涝灾害损失，引起水事纠纷。为此，研究排水权配置问题对洪涝水排放管理至关重要，也是现代水利行业发展的趋势和要求。目前国内外水权理论已被用于供水、取水、排污等方面，但对于排水权却鲜有研究。本研究旨从排水权合理配置角度应对洪涝灾害问题，拟以淮河流域典型骨干河道为研究对象，界定排水权的定义及内涵，解析并定量排水权合理配置需要考虑的基本要素，提出排水权合理配置的基本原则，以洪涝灾害损失最小为目标函数、行洪风险作为重要约束建立排水权动态协调合理配置模型，研究基于群集智能优化算法的模型求解方法，结合历史洪水期间的调度规则，考虑水事纠纷发生情况及解决方案，确定排水权的最优配置方案，为工程布局、综合管理、防洪减灾提供科学依据。

由于排水权配置管理的缺位，洪涝灾害发生时，流域上下游、左右岸、干支流之间如只出于自身利益考虑排放洪涝水，易加剧洪涝灾害损失，引起水事纠纷。为此，研究排水权配置问题对洪涝水排放管理至关重要，也是现代水利行业发展的趋势和要求。目前国内外水权理论已被用于供水、取水、排污等方面，但对于排水权却鲜有研究。本研究旨从排水权合理配置角度应对洪涝灾害问题，以淮河干流中游蚌埠闸-小柳巷段为研究对象，界定排水权的定义及内涵，解析并定量排水权合理配置需要考虑的基本要素，提出排水权合理配置的基本原则，以洪涝灾害损失最小为目标函数、行洪风险作为重要约束建立排水权动态协调合理配置模型，研究基于群集智能优化算法的模型求解方法，确定排水权的最优配置方案，为工程布局、综合管理、防洪减灾提供科学依据。已发表期刊论文6篇，会议论文1篇，其中EI收录论文2篇，已培养博士生1人，顺利解决了基金申请书中的“拟解决的关键问题”，全面实现了“本项目的特色与创新之处”。研究结果表明：突破从工程建设角度解决洪涝问题的瓶颈，提出排水权的基本概念，通过排水权配置进行流域初始排水权分配，系统地考量、分析排水区及承泄区的洪涝灾害损失，明晰各方的排放权利，可以减少洪涝灾损失、缓解水事纠纷。