Question: SOLUTION: 7 4 6 M , & 1 , 6 1 6 M In example Problem 6 . 9 , water depths were required at
SOLUTION: M & M In example Problem water depths were required at critical diversion points located at distances of and m upstream of the dam. The standard step method solution Problem yielded depths of and m respectively, at these locations. Use the direct step method and a spreadsheet program to solve for upstream distances using these depths. How closely do these distances compare with the standard step method distances prescribed in the original example problem?
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