Greetings Group.
I am trying to carry out a seepage analysis on a proposed sluice structure in Seep W. I have modeled the the basic geometry of the structure in terms of the sheet piling. I modeled 2 scenarios a 20ft long sheet pile and a 32ft long sheet pile. The results from the analysis shows that the 32ft long sheet piles are experiencing the most seepage under the structure.
Any ideas?
I am trying to carry out a seepage analysis on a proposed sluice structure in Seep W. I have modeled the the basic geometry of the structure in terms of the sheet piling. I modeled 2 scenarios a 20ft long sheet pile and a 32ft long sheet pile. The results from the analysis shows that the 32ft long sheet piles are experiencing the most seepage under the structure.
Any ideas?