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基于生态约束的辽阳首山地下水水源地管理模型
引用本文:孙才志,刘立权,杨新岩,邹玮.基于生态约束的辽阳首山地下水水源地管理模型[J].资源科学,2013,35(7):1388-1397.
作者姓名:孙才志  刘立权  杨新岩  邹玮
作者单位:1. 辽宁师范大学海洋经济与可持续发展研究中心,大连,116029
2. 辽宁师范大学外国语学院,大连,116029
基金项目:高等学校博士学科点专项科研基金项目(编号:20122136110003);教育部人文社科规划基金项目(编号:10YTA790163);国家自然科学基金项目(编号:40501013)。
摘    要:本文以辽阳首山水源地作为研究对象,在地下水动力场模拟基础上,采用情景分析方法,将3种情景的地下水生态水位作为1项重要的约束条件纳入到地下水管理模型中,建立了基于生态约束的地下水管理模型,采用线性规划方法求得3种不同情景的地下水新增优化开采量分别为21 986m3/d、12 934m3/d、22 602m3/d.管理模型结果表明,通过优化调整开采方案,在增加全区开采量的同时能够保证首山地下水漏斗的逐渐恢复,同时有利于解决研究区内潜在的土壤盐渍化威胁,实现经济效益与生态效益的统一.

关 键 词:地下水生态水位  生态约束  管理模型  首山水源地
收稿时间:6/1/2012 12:00:00 AM

Groundwater Management Model Considering Ecological Constraints for the Shoushan Groundwater Works in Liaoyang
SUN Caizhi,LIU Liquan,YANG Xinyan and ZOU Wei.Groundwater Management Model Considering Ecological Constraints for the Shoushan Groundwater Works in Liaoyang[J].Resources Science,2013,35(7):1388-1397.
Authors:SUN Caizhi  LIU Liquan  YANG Xinyan and ZOU Wei
Institution:KRI-Center for Studies of Marine Economy and Sustainable Development of Liaoning Normal University, Dalian 116029, China;KRI-Center for Studies of Marine Economy and Sustainable Development of Liaoning Normal University, Dalian 116029, China;KRI-Center for Studies of Marine Economy and Sustainable Development of Liaoning Normal University, Dalian 116029, China;Foreign Language School of Liaoning Normal University, Dalian 116029, China
Abstract:Groundwater is regarded as an important factor in ecological state, but in traditional groundwater management models little attention is given to the ecological and geo-environmental functions of groundwater. Here, we focus on the Shoushan groundwater works in Liaoyang, Liaoning. The Shoushan groundwater works are located in the alluvial and pluvial fan of the Taizihe River, a large stream of the Liaohe River. Alongside rapid economic development a very large groundwater depression (Shoushan groundwater depression) now exists. We simulated the groundwater dynamic field according to monitoring data, and designed three scenes: scene 1 refers to the upper limit of ecological groundwater table as the groundwater evaporation limit depth and the lower limit as the strongest evaporation limit depth of phreatic water;scene 2 refers to the upper limit of ecological groundwater table as the best infiltration limit depth and the lower limit as the strongest evaporation limit depth of phreatic water;scene 3 refers to the upper limit of ecological groundwater table as the best infiltration limit depth and the lower limit as the strongest evaporation limit depth of phreatic water in non-paddy field areas or the limit depth to cause soil salinization in the paddy field area. The new increased optimal volumes of development were 219.86×106m3/d for scene 1, 129.34×106m3/d for scene 2, and 276.02×106m3/d for scene 3. Management results show that if the development layout is optimized, a new increased development project will be obtained and the Shoushan groundwater depression may recover.
Keywords:Ecological groundwater table  Ecological constraint  Management model  Shoushan groundwater works
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