TY - JOUR
T1 - Diagnosis of concentrated leakage channel embedded in dam base by means of hydraulic tomography
AU - Dong, Haizhou
AU - Li, Xiaoying
AU - Yeh, Tian Chyi Jim
AU - Ge, Jian
N1 - Funding Information:
This research was financially supported by the Open Foundation of Research Center on Levee Safety & Disaster Prevention Ministry of Water Resources, China (Grant No. 2017002).
Publisher Copyright:
© 2020, Springer-Verlag GmbH Germany, part of Springer Nature.
PY - 2020/8/1
Y1 - 2020/8/1
N2 - Concentrated leakage channels formed in dam foundations have severe impacts on the safety of hydraulic structures. Appropriate and effective measures of prevention and remediation rely on detecting the potential spatial location and direction of concentrated leakages. In this paper, a recently developed hydraulic tomography (HT) technique is introduced to detect and locate the channels. An HT process is composed of several sequential pumping tests, data collection, and hydraulic parameter inversion. Numerical experiments designed under different conditions are carried out to test the feasibility and accuracy of HT for investigating dam-concentrated leakages. Simulation results show that even with a few pumping wells, observation ports and known hydraulic conductivities (K), the preset leakage channel, which is represented by high-K zones, can be identified. By increasing the number of pumping wells and observation ports involved in the HT test, the channel becomes legible, and the heterogeneity in the estimated K field approaches that of the true K field.
AB - Concentrated leakage channels formed in dam foundations have severe impacts on the safety of hydraulic structures. Appropriate and effective measures of prevention and remediation rely on detecting the potential spatial location and direction of concentrated leakages. In this paper, a recently developed hydraulic tomography (HT) technique is introduced to detect and locate the channels. An HT process is composed of several sequential pumping tests, data collection, and hydraulic parameter inversion. Numerical experiments designed under different conditions are carried out to test the feasibility and accuracy of HT for investigating dam-concentrated leakages. Simulation results show that even with a few pumping wells, observation ports and known hydraulic conductivities (K), the preset leakage channel, which is represented by high-K zones, can be identified. By increasing the number of pumping wells and observation ports involved in the HT test, the channel becomes legible, and the heterogeneity in the estimated K field approaches that of the true K field.
KW - Concentrated leakage channel
KW - Dam foundation
KW - Hydraulic tomography
KW - Inverse problem
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U2 - 10.1007/s10064-020-01748-4
DO - 10.1007/s10064-020-01748-4
M3 - Article
AN - SCOPUS:85081301517
SN - 1435-9529
VL - 79
SP - 2871
EP - 2881
JO - Bulletin of Engineering Geology and the Environment
JF - Bulletin of Engineering Geology and the Environment
IS - 6
ER -