面向地下水压采的水源置换关系研究Study on replacement relationship of water source allocation on groundwater pumping reduction
闫腾,贺华翔,游进军,林鹏飞,杨朝晖
摘要(Abstract):
针对华北地区地下水超采严重问题,国家提出节水和多渠道增加水源补给的综合治理措施。考虑到区域地下水压采目标的空间不均衡性,以及"节水、增供"等措施的可达性,面向地下水压采目标,引入节水贡献率和替代水源贡献率概念。提出基于方案对比的贡献率评价方法,通过配置模型定量解析区域内不同方案下水量分配情况,评价节水、增供与地下水压采量之间的水源置换关系(即贡献率),为水量分配、水源置换等水资源管理工作提供参考。以南水北调中线工程重要受水区郑州市为例,分析了2030规划水平年不同节水情景下的节水、增供与地下水压采量的水源置换关系,进一步剖析了地表水、外调水、非常规水等"增供"措施对地下水压采的贡献率,并结合区域水资源禀赋、工程规划、产业发展方向分析了结果的合理性。研究结果表明:(1)在全市层面,外调水贡献率高于节水、地表水和非常规水等置换方式,说明郑州市实现地下水压采目标主要依靠外调水支撑;(2)各县市的对比表明不同区域不同措施的贡献率存在明显差异,中牟、荥阳节水贡献率较高,与其农业节水潜力较大密切相关,采取适宜节水措施能够对这两个县市的地下水压采工作起到促进作用;航空港区节水贡献率较低,主要原因在于现状年航空港区农业占比较大,未来产业布局调整后以发展空港物流为主,农业用水被其他用户用水替代,因而存量节水潜力有限;巩义市和登封市地表水贡献率较高,说明地表水开发利用尚存潜力,对地下水压采工作具有较好的促进作用;中心城区、航空港区、中牟县非常规水可供给的用户和需求相对较大,增长空间较大,因而其贡献率相对较高。
关键词(KeyWords): 地下水压采;水资源配置;水源置换;节水贡献率;替代水源贡献率;水资源;生态修复
基金项目(Foundation): 国家重点研发计划(2017YFC0404405,2018YFC0407705);; 水利部财政项目资水资源管理(02001904);; 国家自然科学基金项目(51709274,71774172)
作者(Author): 闫腾,贺华翔,游进军,林鹏飞,杨朝晖
DOI: 10.13928/j.cnki.wrahe.2021.04.002
参考文献(References):
- [1] 水利部.华北地区地下水超采综合治理行动方案[R].北京:水利部,2019.Ministry of Water Resources of the People′s Republic of China.Action Plan for Comprehensive Control of Groundwater Overdraft in North China[R].Beijing:Ministry of Water Resources of the People′s Republic of China,2019.
- [2] 冯宝平,吴东,张展羽,等.基于两阶段优化配置模型的济南泉域补给区灌溉水源置换研究[J].灌溉排水学报,2017,36(5):109-116.FENG Baoping,WU Dong,ZHANG Zhanyu,et al.Managing groundwater resources in spring recharge area of Jinan using the two-stage optimization allocation model [J].Journal of Irrigation and Drainage,2017,36(5):109-116.
- [3] 桑学锋,秦大庸,周祖昊,等.基于广义ET的水资源与水环境综合规划研究Ⅲ:应用[J].水利学报,2009,40(12):1409-1415.SANG Xuefeng,QIN Dayong,ZHOU Zuhao,et al.Comprehensive water resources and environment planning based on generalized evaporation-transpiration water consumption control Ⅲ:Application [J].Journal of Hydraulic Engineering,2009,40(12):1409-1415.
- [4] 裴源生,王建华,罗琳.南水北调对海河流域水生态环境影响分析[J].生态学报,2004,24(10):2115-2123.PEI Yuansheng,WANG Jianhua,LUO Lin.Analysis of effect of South-to-North Water Transfer Project on aquatic ecosystems of Haihe River Basin [J].Acta Ecologica Sinica,2004,24(10):2115-2123.
- [5] 张洪波,兰甜,王斌,等.基于ET控制的平原区县域水资源管理研究[J].水利学报,2016,47(2):127-138.ZHANG Hongbo,LAN Tian,WANG Bin,et al.Regional water resources allocation oriented to ET control in plain area[J].Journal of Hydraulic Engineering,2016,47(2):127-138.
- [6] 甘泓,汪林,曹寅白,等.海河流域水循环多维整体调控模式与阈值[J].科学通报,2013,58(12):1085-1100.GAN Hong,WANG Lin,CAO Yinbai,et al.Multi-dimensional overall regulatory modes and threshold values for water cycle of the Haihe River Basin[J].Chinese Science Bulletin,2013,58(12):1085-1100.
- [7] 吴鸣,吴剑锋,施小清,等.基于谐振子遗传算法的高效地下水优化管理模型[J].吉林大学学报(地球科学版),2015,45(5):1485-1492.WU Ming,WU Jianfeng,SHI Xiaoqing,et al.New harmonic oscillator genetic algoritm for efficient groundwater optimization and management[J].Journal of Jilin University(Earth Science Edition),2015,45(5):1485-1492.
- [8] CHENG Xuxue,JIN Xiaolin,LIU Weipo.Study on functions and rational allocation of Shule River Basin groundwater resources[J].Journal of Groundwater Science and Engineering,2017,5(2):140-151.
- [9] ZHANG K,CHUI T F M.Assessing the impact of spatial allocation of bioretention cells on shallow groundwater-An integrated surface-subsurface catchment-scale analysis with SWMM-MODFLOW[J].Journal of Hydrology,2020,586:124910.DOI:10.1016/j.jhydrol.2020.124910.
- [10] 郭燕枝,王小虎,孙君茂.华北平原地下水漏斗区马铃薯替代小麦种植及由此节省的水资源量估算[J].中国农业科技导报,2014,16(6):159-163.GUO Yanzhi,WANG Xiaohu,SUN Junmao.The estimation of saving water resources because of substitute plantig of potato instead wheat in the funnel area of the North China Plain[J].Journal of Agricultural Science and Technology,2014,16(6):159-163.
- [11] 王学,李秀彬,辛良杰,等.华北地下水超采区冬小麦退耕的生态补偿问题探讨[J].地理学报,2016,71(5):829-839.WANG xue,LI Xiubin,XIN Liangjie,et al.Ecological compensation for winter wheat abandonment in groundwater over-exploited areas in the North China Plain[J].Acta Geographica Sinica,2016,71(5):829-839.
- [12] 张光辉,费宇红,田言亮,等.暴雨洪水对地下水超采缓解特征与资源增量[J].水利学报,2015,46(5):594-601.ZHANG Guanghui,FEI Yuhong,TIAN Yanliang,et al.Characteristic of alleviating the over-exploitation and its recharge on the rainstorm flood to the shallow groundwater in the southern plain of Haihe river basin[J].Journal of Hydraulic Engineering,2015,46(5):594-601.
- [13] 王津津,王开章,李晓.济宁-汶上超采漏斗区水资源人工调蓄方案研究[J].中国农村水利水电,2009(10):19-21.WANG Jinjin,WANG Kaizhang,LI xiao.The artificial regulation groundwater excess exploited funnel between Jining and Wenshang[J].China Rural Water and Hydropower,,2009(10):19-21.
- [14] 贾玲,游进军,汪林,等.南水北调东、中线一期工程水源置换效应情景分析[J].南水北调与水利科技,2014,12(1):16-20.JIA Ling,YOU Jinjun,WANG Lin,et al.Scenario analysis on water source replacement effects of the 1st stage of South-to-North Water Transfer Project[J].South-to-North Water Transfers and Water Science & Technology,2014,12(1):16-20.
- [15] 郭相平,甄博,陆红飞.水稻旱涝交替胁迫叠加效应研究进展[J].水利水电科技进展,2013,33(2):83-86.GUO Xiangping,ZHEN Bo,LU Hongfei.Research advances in pile-up effects of drought and waterlogging alternative stress on rice[J].Advances in Science and Technology of Water Resources,2013,33(2):83-86.
- [16] 李令跃,甘泓.试论水资源合理配置和承载能力概念与可持续发展之间的关系[J].水科学进展,2000(3):307-313.LI Lingyue,GAN Hong.Remark on the relationship between water resources rational allocation,carrying capacity and sustainable development[J].Advances in Water Science,2000(3):307-313.
- [17] 郑州市水利局.郑州市水资源公报(2017)[R].郑州:郑州市水利局,2018.Zhengzhou Water Authority.Zhengzhou Water Bulletin(2017)[R].Zhengzhou:Zhengzhou Water Authority,2018.
- [18] 河南省水利厅.河南省地下水超采区治理规划[R].郑州:河南省水利厅,2018.Henan Water Authority.Treatment planning of groundwater overdraft area in Henan Province [R].Zhengzhou:Henan Water Authority,2018.
- [19] 游进军,甘泓,王浩,等.基于规则的水资源系统模拟[J].水利学报,2005,36(9):1043-1049.YOU Jinjun,GAN Hong,WANG Hao,et al.Simulation of water resourses system based on rules[J].Journal of Hydraulic Engineering,2005,36(9):1043-1049.
- [20] 游进军,王忠静,甘泓,等.两阶段补偿式跨流域调水配置算法及应用[J].水利学报,2008,39(7):870-876.YOU Jinjun,WANG Zhongjing,GAN Hong,et al.Stepwise compensatory allocation of inter-basin water diversion[J].Journal of Hydraulic Engineering,2008,39(7):870-876.