2010
DOI: 10.1111/j.1745-6584.2010.00721.x
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Modification of the Bouwer and Rice Method to a Cutoff Wall with a Filter Cake

Abstract: The Bouwer and Rice method is a line-fitting method used to estimate the hydraulic conductivity of an aquifer by means of a slug test. When considering a relatively impermeable layer, called a filter cake, which may form at the interface between a cutoff wall and the natural soil formation, the assumptions of the Bouwer and Rice method are violated. A modification of the Bouwer and Rice method is proposed that incorporates the concept of a flow net, whereby the geometry of the cutoff wall and filter cake is ef… Show more

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Cited by 8 publications
(2 citation statements)
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“…Slug tests were performed on micropiezometers, and 𝐾 𝑤 was estimated from the interpretation of hydraulic tests using the method by Bouwer and Rice (1976). This type of tests is widely adopted for the analysis of insitu 𝐾 𝑤 , (e.g., Britton et al, 2002;Choi and Daniel, 2006;Choi et al, 2014;Lim et al, 2014;Nguyen et al, 2010). CPTU tests were performed following the methodology by Manassero (1994).…”
Section: Cb Walls Hydraulic Conductivitymentioning
confidence: 99%
“…Slug tests were performed on micropiezometers, and 𝐾 𝑤 was estimated from the interpretation of hydraulic tests using the method by Bouwer and Rice (1976). This type of tests is widely adopted for the analysis of insitu 𝐾 𝑤 , (e.g., Britton et al, 2002;Choi and Daniel, 2006;Choi et al, 2014;Lim et al, 2014;Nguyen et al, 2010). CPTU tests were performed following the methodology by Manassero (1994).…”
Section: Cb Walls Hydraulic Conductivitymentioning
confidence: 99%
“…In this paper, to account for the outer boundary of cutoff walls at a finite distance from a well, the method of images is implemented in an analytical solution proposed by Hyder . The derived analytical solution for the vertical cutoff wall considers two types of boundary conditions: (i) the constant‐head boundary condition, for the case in which the hydraulic conductivity of the vertical cutoff walls is considerably lower than that of an aquifer, and for which a filter cake does not exist and (ii) the no‐flux boundary condition, for the case in which a filter cake, which is extremely less permeable than the backfill materials, does exist between the vertical cutoff wall and the surrounding soil formation ). A well offset effect, which usually occurs due to bad construction, is also considered in the solution.…”
Section: Introductionmentioning
confidence: 99%