Paper Title:
Backfilling Filter Deployment for Groundwater Monitoring Well
  Abstract

This study composed the well-known criteria to design the grain size distribution of backfilling filter for groundwater monitoring well (GMW) under the sand and gravel layer. With an assumption of linear logarithmic scale distribution from D10 to D90, the coefficient of uniformity Cu can be formulated for D10, D60, and D90 corresponding to D15. Then, D0 and D100 can be obtained by linearity relationship. The method of backfilling filter deployment was then demonstrated by a practical application, which validates the procedures of existing filter design.

  Info
Periodical
Chapter
Chapter 7: Frontiers of Computer Applicated in Building
Edited by
Dongye Sun, Wen-Pei Sung and Ran Chen
Pages
4129-4133
DOI
10.4028/www.scientific.net/AMM.71-78.4129
Citation
Y. M. Hong, H. C. Lin, Y. C. Kan, "Backfilling Filter Deployment for Groundwater Monitoring Well", Applied Mechanics and Materials, Vols. 71-78, pp. 4129-4133, 2011
Online since
July 2011
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Price
$32.00
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