Journal of Jilin University(Earth Science Edition) ›› 2017, Vol. 47 ›› Issue (6): 1810-1818.doi: 10.13278/j.cnki.jjuese.201706204

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Impact of Groundwater Level Rising on Suspended Solids Clogging During Artificial Recharge

Huang Xing1, Lu Ying2, Liu Xiao1, Duan XiaoFei1, Zhu Limin1   

  1. 1. Shandong Provincial Lubei Geo-Engineering Exploration Institute, Dezhou 253000, Shandong, China;
    2. College of Environment and Resources, Jilin University, Changchun 130021, China
  • Received:2017-03-18 Online:2017-11-26 Published:2017-11-26
  • Supported by:
    Supported by Key Research and Development Plan Project of Shandong Province (2017GGX40111) and National Natural Science Foundation of China (41602248)

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Abstract: In order to study groundwater level (GL) rising impacts on suspended particle migration and deposition in porous media during artifical recharge of groundwater,three compared sand column experiments were conducted indoor using aritfical recharge water with suspended solids of 100 mg/L under three GL rising rates (0, 2, 4 cm/h). The results show that ground water level rise rate has little or no effect on the clogging position and the size of suspended solids at the clogging position. Most of the suspended solids deposit in the depth of 0 to 2 cm. While the clogging time characteristics varies observably with different GL rising rats. In the first 26 h, the infiltration rate under rising GL is smaller than that of constant, while it turned opposite after 26 h. The reason is that the total hydraulic head pressure difference decreases with GL rising for the early period, and when the clogging clayer developed to a certain degree (after 26 h), the seepage state of the non-blocking zone beneath clogging layer appears unsaturated, and infiltration capacity of the clogging layer controls the infiltration rate. Since the clogging rate of the main clogging layer of 0 to 2 cm is smaller under GL rising scenarios, the infiltration rate can still be maintained at a relative high value and occurrence of unsaturated infiltration state delayed as well.

Key words: artificial recharge, suspended solids, underground-water level rise, clogging

CLC Number: 

  • P641.25
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