Characterizing coefficient of permeability based on response of groundwater level to river stage using regional database

被引:0
作者
Bokyung Kim
Jiyeong Lee
Keunbo Park
Junhwan Lee
机构
[1] Daewoo Engineering and Construction,School of Civil and Env. Eng.
[2] Yonsei Univ.,Division of Atmospheric Sciences
[3] Korea Polar Research Institute,undefined
来源
Environmental Earth Sciences | 2024年 / 83卷
关键词
Coefficient of permeability; Correlation model; Groundwater level; River stage; Soil characterization; Regional database;
D O I
暂无
中图分类号
学科分类号
摘要
The coefficient of permeability (k) is an important soil property for various flow-related problems and site characterization. In this study, a new method for estimating k is proposed based on the time response of groundwater level (GWL) to river stage (RS) with changes in loosing and gaining streams during normal and rainy periods, respectively. Focus was given on establishing a method that does not require costly experimental testing procedure while utilizing locally available hydrology and geologic database. For this purpose, the GWL–RS correlation model was introduced and adopted to develop the k correlation model based on the time response of GWL to RS. The proposed method was calibrated using measured datasets of GWL and RS collected from 17 different regions. Based on the compared results from the measured datasets, a modification factor (Mf) was established and adopted to further enhance the k correlation model. When the Mf was adopted, the R2 value of the prediction was 0.8756, and the RMSE decreased to 0.00643. To check the applicability of the proposed method, additional datasets were collected and adopted into the comparison. It was confirmed that measured and predicted soil permeabilities were in close agreement.
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  • [1] Almedeij J(2006)Periodic behavior of groundwater level fluctuations in residential areas J Hydrol 328 677-684
  • [2] Al-ruwaih F(2000)Hydraulic conductivity of soils from grain-size distribution: new models J Geotech Geoenviron Eng 126 739-746
  • [3] Boadu FK(1937)Fluid flow through a granular bed Trans Inst Chem Eng Lond 15 150-156
  • [4] Carman PC(2004)Predicting the saturated hydraulic conductivity of sand and gravel using effective diameter and void ratio Can Geotech J 41 787-795
  • [5] Chapuis RP(2016)Estimation of soil permeability Alex Eng J 55 2631-2638
  • [6] Elhakim AF(2019)Estimation of permeability for sand and gravel based on pore-size distribution model J Mat Civil Eng 31 04019289-322
  • [7] Fujikura Y(1999)Accepting the standardized precipitation index: a calculation algorithm 1 JAWRA 35 311-224
  • [8] Guttman NB(1911)Discussion: dams on sand foundations Trans Am Soc Civ Eng 73 208-109
  • [9] Hazan A(2002)Using groundwater levels to estimate recharge Hydrogeol J 10 91-1742
  • [10] Healy RW(2007)Coral reefs under rapid climate change and ocean acidification Science 318 1737-560