Analysis Of Pervious High Pressure Tunnels Using
 Boundary Elements

Z. Lu; L.C. Wrobel

doi:10.2495/HY960431

Analysis Of Pervious High Pressure Tunnels Using Boundary Elements

Price

Free (open access)

Transaction

WIT Transactions on Ecology and the Environment

Volume

Pages

Published

1996

Size

741 kb

Paper DOI

10.2495/HY960431

WIT Press

Author(s)

Z. Lu & L.C. Wrobel

Abstract

The paper focus on application of the boundary element method (BEM) to ana- lyze pervious high pressure tunnels, using a novel design theory which couples a three-dimensional anisotropic potential model and a solid mechanic model. Nu- merical results are presented for the pervious high pressure tunnel of Guangzhou Pumped Storage Power Station (GPSPS), the largest pumped storage project in the world with 2400 MW installed capacity. 1 Introduction The concept of impervious and pervious material is relative for the complex phenomenon of ground seepage flow. In comparison with a weak rockmass, the concrete lining is relatively impervious; in

Keywords

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Code

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