李凤罛, 姚旭初, 杨良权, 袁鸿鹄, 孙洪升, 赵志江, 刘光华. 2014: 北京潮白河河道井灌试验研究. 工程地质学报, 22(s1): 94-99. DOI: 10.13544/j.cnki.jeg.2014.s1.017
    引用本文: 李凤罛, 姚旭初, 杨良权, 袁鸿鹄, 孙洪升, 赵志江, 刘光华. 2014: 北京潮白河河道井灌试验研究. 工程地质学报, 22(s1): 94-99. DOI: 10.13544/j.cnki.jeg.2014.s1.017
    Li Fengchong, Yao Xuchu, Yang Liangquan, Yuan Honghu, Sun Hongsheng, Zhao Zhijiang, Liu Guanghua. 2014: EXPERIMENTAL STUDY ON WELL IRRIGATION IN CHAOBAI RIVER. JOURNAL OF ENGINEERING GEOLOGY, 22(s1): 94-99. DOI: 10.13544/j.cnki.jeg.2014.s1.017
    Citation: Li Fengchong, Yao Xuchu, Yang Liangquan, Yuan Honghu, Sun Hongsheng, Zhao Zhijiang, Liu Guanghua. 2014: EXPERIMENTAL STUDY ON WELL IRRIGATION IN CHAOBAI RIVER. JOURNAL OF ENGINEERING GEOLOGY, 22(s1): 94-99. DOI: 10.13544/j.cnki.jeg.2014.s1.017

    北京潮白河河道井灌试验研究

    EXPERIMENTAL STUDY ON WELL IRRIGATION IN CHAOBAI RIVER

    • 摘要: 本文以密怀顺地下水水库调蓄及水质保障研究课题为依托,在潮白河河道开展现场井灌试验研究,通过测定渗透系数及回灌量衰减规律,分析了潮白河河道的人工回灌能力。试验结果表明,水源井的井灌单位抬升回灌量为58.8~73.1m3(h.m)-1, 井灌存在逐渐衰减现象,单位抬升回灌衰减量为1.4m3(h.m)-1,采用水源井的回灌能力强,技术可行,单井回灌量可达300~350m3h-1。试验分析方法和研究成果可为类似试验研究和工程应用提供借鉴与参考。

       

      Abstract: This paper based on the subject of MI Huai Shun groundwater reservoir storage and water quality security research, analysis the ability of artificial recharge in the Chaobai River by measuring the attenuation of recharge volume and the variation of permeability coefficient after well irrigation test was carried out in Chaobai River. The test results show that the unit lifting recharge amount of well irrigation is 58.8~73.1m3(h.m)-1. There is a gradual attenuation phenomenon with the decay rate of well irrigation recharge 1.4m3(h.m)-1 on well irrigation. It is strong recharge ability and feasible technology that using water well recharge. The single well recharge amount can reached 300~350m3h-1. Analytical methods and test results can provide reference for the similar experimental research and engineering applications.

       

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