Characterization of seepage in an earthfill dam by the integration of geophysical surveys and geotechnical data

被引:1
|
作者
Khalil, Mohamed A. [2 ,3 ]
Barrick, David [1 ]
Joeckel, R. M.
机构
[1] Univ Nebraska, Sch Nat Resources, Conservat & Survey Div, Lincoln, NE USA
[2] DOWL LLC, Billings, MT USA
[3] UNL, Panhandle Res & Extens Ctr, Conservat & Survey Div, 4502 Ave 1, Scottsbluff, NE 69361 USA
关键词
Electric resistivity tomography; Self-potential; Seepage; Earthfill dam; Geotechnical data; RESISTIVITY; DAKOTA; FIELD; 2D;
D O I
10.1016/j.jappgeo.2023.105273
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Seepage is a common phenomenon in earthfill dams, and one that typically warrants episodic assessment and monitoring by regulatory agencies. Geophysical surveys provide a convenient, cost-effective, and convenient means for assessing seepage, but only if they are applied in effective combinations and if the data are analyzed properly. In the present study, a self-potential survey of streaming potential and a 2D electrical resistivity to-mography survey were notably successful in detecting seepage under the embankment of the nearly 90-year-old Standing Rock Dam No. 1 in South Dakota, USA. Self-potential (SP) measurements show a localized negative anomaly of up to 27 mV on the upstream side of the dam, which we interpret to be the inlet or recharge zone for seepage, and a positive anomaly of up to 20 mV on the downstream side, which we interpret to be the outlet or discharge zone. The spatial correlation between our resistivity models, SP data, and topography was excellent. Water-saturated, conductive deposits in the dam's embankment match a negative SP amplitude in the inlet or recharge area. Similarly, water-saturated electrically conductive sediments are characterized by a positive SP amplitude in the discharge area where surface seepage occurs in a topographic low. Six years of water-level measurements in the existing piezometers interpreted relative to the properties and spatial distribution of coarser-grained alluvium (sand and gravel) underneath the dam's embankment fill, suggest that most seepage occurs under the dam. Our approach to assessing seepage in this project should be widely applicable to earthfill dams worldwide, and our modeled results constitute a valuable case study.
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页数:20
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