吉林大学学报(地球科学版) ›› 2016, Vol. 46 ›› Issue (2): 518-524.doi: 10.13278/j.cnki.jjuese.201602201

• 地质工程与环境工程 • 上一篇    下一篇

潜水人工补给新方法

吴佩鹏1, 束龙仓1, 李伟1,2,3   

  1. 1. 河海大学水文水资源与水利工程科学国家重点实验室, 南京 210098;
    2. 国土资源部地裂缝地质灾害重点实验室, 南京 210098;
    3. 江苏省地质调查研究院, 南京 210098
  • 收稿日期:2015-06-12 发布日期:2016-03-26
  • 通讯作者: 束龙仓(1964-),男,教授,博士生导师,主要从事地下水资源评价与管理方面的研究,E-mail:lcshu@hhu.edu.cn E-mail:lcshu@hhu.edu.cn
  • 作者简介:吴佩鹏(1989-),男,博士研究生,主要从事地下水系统理论与调控方面的研究,E-mail:wppslsd@sina.com
  • 基金资助:

    国家自然科学基金项目(41572210,41172203,41201029);水利部水资源费项目(1261330210027)

New Method for Artificial Recharge of Phreatic Groundwater

Wu Peipeng1, Shu Longcang1, Li Wei1,2,3   

  1. 1. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China;
    2. State Key Laboratory for Earth Fissures Geological Disaster of MLR, Nanjing 210098, China;
    3. Geological Survey of Jiangsu Province, Nanjing 210098, China
  • Received:2015-06-12 Published:2016-03-26
  • Supported by:

    Supported by National Natural Science Foundation of China (41572210,41172203,41201029) and Water Resources Cost Foundation of the Ministry of Water Resources of China (1261330210027)

摘要:

为了有效增加地下水资源可利用量,对潜水人工补给方法进行了创新。在分析地下滴灌技术、地下水人工补给方法的基础上,提出建设地下暗管式人工补给系统的具体思路,给出了稳定下渗状态下系统补给量的估算方法;并基于台兰河地下水库实际水文地质条件,计算了修建10 km入渗暗管时系统的补给量。对建设地下暗管式人工补给系统的优缺点、适用条件及其各构筑物的结构设计原理进行了初步探讨。结果表明:地下暗管式人工补给系统可以最大程度地减少表层土壤的含水量及陆面蒸发损失;同时,10 km入渗暗管仅从当年11月至翌年2月入渗水量便可达约220万m3,这可为地下水库人工补给提供有力保障。总之,地下暗管式人工补给系统是水资源高效利用的一种创新模式,对实现水资源合理配置,保障地区用水安全具有重要意义。

关键词: 地下滴灌, 暗管, 潜水, 人工补给

Abstract:

In order to effectively increase the amount of available groundwater resources, a method of artificial recharge is innovated. Based on the analysis of subsurface drip irrigation techniques and the method for artificial recharge of groundwater, the constructive idea of underground pipe artificial recharge system was put forward. The groundwater reservoir in Tailan River was taken as a case to calculate the quantity of artificial recharge. The advantages, disadvantages, and the main points of structure design of the underground pipe artificial recharge system were discussed. The results show that the new method can reduce the soil moisture of the surface soil and land evaporation effectively. At the same time, the case study in Tailan groundwater reservoir shows that the amount of infiltrating water can reach about two million and two hundred thousand cube through a 10 kms subsurface pipe, which provides a powerful guarantee for artificial recharge of groundwater reservoir. In general, the system is a new method for effective utilization of water resources, it is of vast importance to the security of water use and the achievement of reasonable allocation of water resources.

Key words: subsurface drip irrigation, underground pipe, phreatic groundwater, artificial recharge

中图分类号: 

  • TV62

[1] Gale M I. Techniques for Management of Aquifer Recharge in Arid and Semi-Arid Regions[C]//Proceedings of Regional Workshop on Management of Aquifer Recharge and Water Harvesting in Arid and Semi-Arid Regions of Asia. Yazd:Unesco Offices in Asia,2005.

[2] 李旺林. 地下水库设计理论与工程实践[M]. 郑州:黄河水利出版社, 2012. Li Wanglin. Design Theory and Engineering Practice of Underground Reservoir[M]. Zhengzhou:the Yellow River Water Conservancy Press, 2012.

[3] 陈鸿汉, 张永祥. 中国北方岩溶区地下岩溶水库-地表水联合调蓄[J]. 地学前缘, 2001, 8(1):185-190. Chen Honghan,Zhang Yongxiang.Coupling-Management of the Underground Karst Reservoir and the Surfance Reservoir[J]. Earth Science Frontiers, 2001, 8(1):185-190.

[4] 戴长雷, 迟宝明. 地下水库调蓄能力分析[J]. 水文地质工程地质, 2003(2):37-40. Dai Changlei, Chi Baoming. Analysis of the Regulation and Storage Capacity of Groundwater Reservoir[J]. Hydrogeology and Engineering Geology, 2003(2):37-40.

[5] 胡君春, 郭纯青, 徐海振. 中国北方地区地下水库若干问题的研究[J]. 水文, 2009, 28(1):69-72. Hu Junchun, Guo Chunqing, Xu Haizhen. Discussion on Underground Reservoir in Northern Part of China[J]. Journal of Hydrology, 2009, 28(1):69-72.

[6] 程先军, 许迪, 张昊. 地下滴灌技术发展及应用现状综述[J]. 节水灌溉, 1999(4):13-15. Cheng Xianjun, Xu Di, Zhang Hao. A Summary of Development and Application Situations for Subsurface Drip Irrigation Technique[J]. Water Saving Irrigation, 1999(4):13-15.

[7] 李红. 地下滴灌条件下土壤水分运动试验及数值模拟[D]. 武汉:武汉大学, 2005. Li Hong. Experiments and Numerical Simulation of Soil-Water Movement[D]. Wuhan:Wuhan University, 2005.

[8] 胡笑涛, 康绍忠, 马孝义. 地下滴灌灌水均匀度研究现状及展望[J]. 干旱地区农业研究, 2000, 18(2):113-117. Hu Xiaotao, Kang Shaozhong, Ma Xiaoyi. The Statues Quo and Prospect of Uniformity Under Subsurface Drip Irrigation[J]. Agricultural Research in the Arid Areas, 2000, 18(2):113-117.

[9] 黄兴法, 李光永. 地下滴灌技术的研究现状与发展[J]. 农业工程学报, 2002, 18(2):176-181. Huang Xingfa, Li Guangyong. Present Situation and Development of Subsurface Drip Irrigation[J].Transactions of the Chinese Society of Agricultural Engineering, 2002, 18(2):176-181.

[10] 邓铭江. 干旱区坎儿井与山前凹陷地下水库[J]. 水科学进展, 2010, 21(6):748-756. Deng Mingjiang. Kariz Wells in Arid Land and Mountain-Front Depressed Ground Reservoir[J]. Advance in Water Science, 2010, 21(6):748-756.

[11] 杜新强, 冶雪燕, 路莹, 等. 地下水人工回灌赌塞问题研究进展[J]. 地球科学进展, 2009, 24(9):973-980. Du Xinqiang, Ye Xueyan, Lu Ying, et al. Advances in Clogging Research of Artificial Recharge[J]. Advances in Earth Science, 2009, 24(9):973-980.

[12] 刘波. 基于GIS的地下水人工回灌分析:以济宁市地下水漏斗区为例[D]. 南京:河海大学, 2005. Liu Bo. Analysis of Groundwater Artificial Recharge Based on GIS:Case Study of the Exploited Funnel Area in Jining City[D]. Nanjing:Hohai University, 2005.

[13] 丁昆仑. 人工回灌地下水的有效途径和方法探讨[J]. 中国农村水利水电, 1996(1):14-17. Ding Kunlun. Study on Effective Way and Technology of Artificial Recharge of Groundwater[J]. China Rural Water and Hydropower, 1996(1):14-17.

[14] 李伟, 李砚阁, 龙玉桥. 地下水人工补给井研究综述[J]. 河海大学学报(自然科学版), 2013, 41(5):410-416. Li Wei, Li Yange, Long Yuqiao. A Review of Research on Artificial Groundwater Recharge Wells[J]. Journal of Hohai University (Natural Sciences),2013, 41(5):410-416.

[15] 朱桂娥, 薛禹群. 回灌条件下地下水的动态特征:以上海市浦西地区第Ⅱ承压含水层为例[J]. 水文地质工程地质, 2001(4):67-71. Zhu Guie, Xue Yuqun. The Dynamic Characteristics of Groundwater Under the Condition of Groundwater Recharge:Case Study in the Second Confined Aquifer in Puxi Area of Shanghai City[J]. Hydrogeology and Engineering Geology, 2001(4):67-71.

[16] 王鹏, 陈忠义. 非开挖铺设地下管线施工技术与装备[J]. 地质装备, 2002, 3(1):7-11. Wang Peng, Chen Zhongyi. Trenchless Technology and Equipment for Underground Pipeline Construction[J]. Equipment for Geotechnical Engineering, 2002, 3(1):7-11.

[17] 黄修东, 束龙仓, 崔峻岭, 等. 人工回灌物理堵塞特征试验及渗滤经验公式推导[J]. 吉林大学学报(地球科学版), 2014, 44(6):1966-1972. Huang Xiudong, Shu Longcang, Cui Junling, et al. Test on the Characteristic of Physical Clogging During Groundwater Artificial Recharge and Derivation of Percolation Empirical Fprmula[J]. Journal of Jilin University(Earth Science Edition),2014, 44(6):1966-1972.

[18] 路莹, 杜新强, 迟宝明,等. 地下水回灌过程中多孔介质悬浮物堵塞实验[J]. 吉林大学学报(地球科学版), 2011, 41(2):448-454. Lu Ying,Du Xinqiang,Chi Baoming,et al. The Porous Media Clogging Due to Suspended Solid During the Artificial Recharge of Groundwater[J].Journal of Jilin University(Earth Science Edition),2011,41(2):448-454.

[19] 吕宗宏, 吕荣莉. 地下水深渗井补源试验研究[J]. 水利水电科技进展, 2002, 22(5):38-52. Lü Zonghong, Lü Rongli.Experimental Study on Water Recharge With Deep Recharge Well[J].Advances in Science and Technology of Water Resources,2002,22(5):38-52.

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