Technical Papers
Feb 21, 2013

Simulating Flow through Fractures in a Rock Mass Using Analog Material

Publication: International Journal of Geomechanics
Volume 14, Issue 1

Abstract

Understanding the mechanism of fluid flow through a rock mass (intact rock with discontinuities) is essential for safe and economical construction of the structures that are located in the hard or crystalline rocks. In these rocks, fluid flow occurs mainly through interconnected voids or fracture network, which in turn is governed by the flow properties of the fractures or the most prominent single fracture. However, simulating fluid flow through a fracture network, which is a conglomeration of several individual fractures, is quite intricate and difficult. Hence, focusing on characteristics of the fluid flow through a single fracture under varied confining stress becomes an excellent stepping stone. In addition, collection of the undisturbed rock samples from the deep locations and creation of the fracture(s) for laboratory testing is a cumbersome task. To overcome these limitations, a methodology to simulate flow of water through a fractured rock mass using an analog material, paraffin wax, imbibing a single fracture was developed and its details are presented in this paper. This methodology facilitates easy simulation of the flow through a fracture of certain aperture. Based on the study, it was demonstrated that the Reynolds number is quite sensitive to the fracture aperture and the base pressure, and there is a critical base pressure, beyond which transition in laminar to turbulent flow occurs. It is believed that such studies will be quite handy, useful, and economical for studying fluid flow through the rock mass.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 14Issue 1February 2014
Pages: 8 - 19

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Received: Jan 16, 2012
Accepted: Feb 19, 2013
Published online: Feb 21, 2013
Published in print: Feb 1, 2014

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Kunal Kumar Singh, M.ASCE [email protected]
Research Scholar, Dept. of Civil Engineering, IITB-Monash Research Academy, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India. E-mail: [email protected]
D. N. Singh, F.ASCE [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India (corresponding author). E-mail: [email protected]
P. G. Ranjith [email protected]
Associate Professor, Dept. of Civil Engineering, Monash Univ., Clayton, Melbourne 3800, VIC, Australia. E-mail: [email protected]

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