用户名: 密码: 验证码:
不同压采方案下天津市深层地下水修复效果对比分析
详细信息    查看全文 | 推荐本文 |
  • 英文篇名:Study on deep groundwater repair effect under two exploitation control plans in Tianjin plain
  • 作者:李绍飞 ; 马帅 ; 陈伏龙 ; 余萍
  • 英文作者:LI Shaofei;MA Shuai;CHEN Fulong;YU Ping;College of Hydraulic Engineering, Tianjin Agricultural University;College of Water Conservancy & Architectural Engineering, Shihezi University;
  • 关键词:压采方案 ; 深层地下水 ; 修复效果 ; 地下漏斗 ; 天津市
  • 英文关键词:exploitation control plans;;deep groundwater;;repair effect;;groundwater depression cone;;Tianjin
  • 中文刊名:干旱区资源与环境
  • 英文刊名:Journal of Arid Land Resources and Environment
  • 机构:天津农学院水利工程学院;石河子大学水利建筑工程学院;
  • 出版日期:2019-07-11
  • 出版单位:干旱区资源与环境
  • 年:2019
  • 期:10
  • 基金:水体污染控制与治理国家科技重大专项(2017ZX07106003);; 国家自然科学基金项目(51779165、51769029);; 天津市科委应用基础与前沿技术重点项目(15JCZDJC41400)资助
  • 语种:中文;
  • 页:119-126
  • 页数:8
  • CN:15-1112/N
  • ISSN:1003-7578
  • 分类号:P641.8
摘要
文中计算分析天津市平原区Ⅱ~Ⅴ含水层组典型漏斗区的漏斗面积、漏斗中心水位,根据漏斗分布,拟定了2个分层组地下水压采方案。其中,方案一的拟定仅仅依据地下漏斗分布,而方案二依据水务管理部门提出的2020年攻坚目标开采量,并综合考虑了地下漏斗分布、各乡镇的具体供给水源及用水需求,更适合实施开展。针对南水北调工程水源地和受水区的5种不同丰、枯遭遇情况,利用水文频率分析方法计算本地地表水及入境水、引滦水、引江水量,对两种压采方案进行供、需水均衡分析。构建平原区分层组的地下水数值模型,进行识别与验证,预测压采方案下各层组近、远期的地下水位分布,对比分析漏斗面积和漏斗中心水位的修复程度。结果表明,方案一的修复效果优于方案二,但方案二更易于实施。在南水北调工程通水的机遇下,研究结果为合理开发利用地下水资源、制定压采方案、修复地下漏斗提供了科学依据。
        In this paper, typical groundwater depression cone area and depth in Ⅱ~Ⅴ aquifer were calculated and analyzed. Two exploitation control plans were studied. Plan one was determined only by distribution of depression cone of each aquifer. While Plan two was worked out combining target exploration, detailed water supply and demand, and drawing well, and depression cone distribution, which is more suitable to be popularized and used. According to five kinds of wetness-dryness encounters of water received area and supply area of South-North Water Diversion Project, local surface water, inbound water, diversion water from Luanhe River and Yangtze River were calculated. Equilibrium of water supply and water demand was analyzed with these two exploitation control plans. Groundwater numerical model was established, calibrated and verified. Using it, groundwater tables of short term and long term were predicted, and repair effect of depression cone area and depth were compared. The result show that the repair effect of Plan one was better than Plan two, while Plan two is more suitable to carry out. It offers technology support for reasonably developing groundwater, making exploitation control plans and repair depression cone.
引文
[1] 曹国亮.华北平原地下水系统变化规律研究[D].北京:中国地质大学(北京),2013.
    [2] 郝奇琛,邵景力,谢振华.北京永定河冲洪积扇地下水人工调蓄研究[J].水文地质工程地质,2012,39(4):13-18.
    [3] 王胜燕.2017年天津市水资源公报[R].天津:天津市水务局,2017:2-19.
    [4] 王凤,邰伟,黄美花.吉林省地下水压采实施方案的确定[J].四川水泥,2015(11):114,212.
    [5] 刘志峰,王琳琳,林洪孝.济宁市南水北调受水区地下水压采替代水源方案优选研究[J].水利规划与设计,2015(2):31-34.
    [6] 李五金,于福荣,付丽,等.东光县地下水压采效果及环境影响预测[J].水资源保护,2017,33(5):123-129.
    [7] 甘雨.民勤盆地地下水压采方案及监测井网优化研究[D].北京:中国地质大学(北京),2017.
    [8] 王家兵,等.天津市地下水研究[M].北京:地质出版社,2013:15-129.
    [9] 赵宪女.Visual Modflow在地下水数值模拟研究中的应用介绍[J].科技创新与应用,2017(16):21-22.
    [10] Qadir A,Ahmad Z,Khan T,et al.A spatio-temporal three-dimensional conceptualization and simulation of Dera Ismail Khan alluvial aquifer in visual MODFLOW:a case study from Pakistan[J].Arabian Journal of Geosciences,2016,9(2):112-125.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700