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Showing papers by "John A. Cherry published in 2011"


Journal ArticleDOI
TL;DR: In this paper, the Darcy-missbach equation is used to describe nonlinear flow near the well using a Q2 versus dH relationship, which relates Qn to dH, as an alternative equation.
Abstract: [1] High-precision straddle packer tests were conducted in boreholes in a fractured dolostone aquifer using constant rate injection (Q) step tests to identify the conditions of change from Darcian to non-Darcian flow on the basis of Q versus the applied head above ambient (dH), where the ambient head represents static conditions. The linear portion, representing Darcian flow, passes through the origin, but after the onset of non-Darcian flow, there is proportionally less Q per unit dH, and the transmissivity (T) calculated for the test interval using Darcy's law-based models can be substantially underestimated. Onset of nonlinear flow depends on the test interval length and permeability, typically beginning at injection rates less than 0.5 L min−1 for a relatively transmissive (2 × 10−5 m2 s−1) 1.5 m test interval. In studies of nonlinear flow during pumping tests, the Forchheimer equation is commonly used to describe nonlinear flow near the well using a Q2 versus dH relationship. However, for packer tests in fractured rock, we propose the Darcy-Missbach equation, which relates Qn to dH, as an alternative equation. While both equations accurately predict the observed dH within the range of flows used, the Darcy-Missbach exponent (n) describes the degree of deviation from the linear regime; moreover, all calculated exponents were less than 2, implying that the flow is nonlinear but not quadratic in nature. This quantification of the linear to nonlinear flow relations provides for a more accurate identification of the Darcian range, resulting in better T estimates.

82 citations


Journal ArticleDOI
TL;DR: This study proposes a method based on Reynolds number calculations aimed at improving confidence in the selection of the number of active fractures in each test interval, which can be inferred from borehole image and core logs.

69 citations


Journal ArticleDOI
TL;DR: In this article, the authors show that when designing monitoring networks for groundwater quality and source water protection, locating conduits is not necessary because contaminant distributions are governed by the combined influences of the rock matrix, fractures and conduits, the hydraulic boundary conditions, and the interconnected fracture network with only minimal conduit effects.

29 citations