• Title/Summary/Keyword: Sandtank model

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Experimental Study of Freshwater Discharge and Saltwater Intrusion Control in Coastal Aquifer (해안대수층에서 담수-염수 경계면 변화에 따른 최대담수양수량과 염수침투제어에 대한 실험적 연구)

  • Suh, Seong-Kook;Oh, Chang-Moo;Kim, Won-Il;Ho, Jung-Seok
    • Journal of the Korean Society of Hazard Mitigation
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    • v.10 no.5
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    • pp.159-168
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    • 2010
  • This study investigates the relationships between the maximum freshwater pumping discharge and hydraulic properties of coastal aquifer using a laboratory model. The experiment performed the fresh pumping test in various locations near the saltwedge induced by saltwater intrusion to freshwater over aquifer characteristics of hydraulic conductivity, salinity, and ground surface slope. Saltwater pumping also tested to protest saltwater intrusion to the excessively discharging freshwater well. The maximum freshwater discharges were achieved, and then the optimum saltwater discharges were measured. It is found that greater hydraulic conductivity and ground surface slope produced greater the maximum freshwater pumping discharge. Salinity gave less impact on the pumping discharge relatively. Higher freshwater discharge was found at higher hydraulic conductivity and steeper ground surface slope. The optimum saltwater discharge required 14% more pumping rate than the maximum freshwater discharge to keep saltwater intrusion to the freshwater pumping well. Pumping well located closer to salt-wedge profile promoted less freshwater pumping discharge. Therefore, pumping well location, hydraulic conductivity, ground surface slope, and salinity should be taken into account in freshwater pumping in coastal aquifer.

Experimental Study to Parameterize Salt-Wedge Formations in Coastal Aquifer (해안대수층에서 담수-염수 경계면 형성에 영향을 미치는 조건에 대한 실험적 연구)

  • Park, Hwa-Jun;Kim, Won-Il;Ho, Jung-Seok;Ahn, Won-Sik
    • Journal of Korea Water Resources Association
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    • v.42 no.11
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    • pp.1005-1015
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    • 2009
  • Saltwater intrusion in coastal aquifer was investigated using a laboratory model. Salt-wedge profiles were reproduced in a porous media tank 140 cm long, 70 cm high, and 10 cm wide. The experiments were performed with various conditions of porous media hydraulic conductivity, salinity, and ground surface slope to assess relationships on salt wedge location and inclination. Salt-wedge profiles induced by saltwater intrusion were observed in porous media equilibrium state, and compared with previously derived formulas of the Glover (1959), Henry (1959) and Strack (1976). It was found that salt-wedge shape and formations were affected by the water level ratio ($H_F/H_S$) due to high hydraulic conductivity, saltwater salinity and ground surface slope. High $H_F/H_S$ of porous media having high hydraulic conductivity shifted the saltwater interface toward the saltwater reservoir. Increasing surface slope of the porous media caused the salt-wedge profile inclination to decrease. Saltwater salinity also contributed to the location of saltwater interface, yet the impact was not more significant than hydraulic conductivity.