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This document discusses the analysis of seepage discharge below the body of an earth dam in Bali, Indonesia. It analyzes the seepage during the rainy season both with and without a cutoff wall using the SEEP/W and flow-net programs. The results show that installing a cutoff wall can reduce the amount of seepage. Specifically, the seepage discharge below the dam foundation without a cutoff was calculated as 3.162 × 10-6 m3/sec using SEEP/W and 3.15 × 10-6 m3/sec using flow-net. With a cutoff, the values were

Author

Marie Augustin Alvidian

Language

EN