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CE264 Problem 30 Analysis by Marc Go is a document available to read on EtoBox.

This document summarizes the solution to Problem 30a from the textbook Groundwater and Seepage by Harr using the SEEP/W software. The problem models seepage beneath an earth dam with specified soil properties and boundary conditions. The software output shows the water gradient and factor of safety against vertical piping at points along the base of the dam. The total flow rate calculated was 2.03 x 10-5 m3/s.

Author
Marc Go
Language
EN