Problem 23 A sewer with slope 102 and project discharge of 26.64 m²/s has a central section with adverse slope (negative
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Problem 23 A sewer with slope 102 and project discharge of 26.64 m²/s has a central section with adverse slope (negative
Problem 23 A sewer with slope 102 and project discharge of 26.64 m²/s has a central section with adverse slope (negative slope -4 103). Downstream and upstream of the section the sewer has a great length. The entire sewer (including the adverse slope section) has a rectangular section of 5 m of width. The Manning coefficient is 0.015. Depending on the length of the adverse slope section (L) determine the shape of the free surface, indicating the type of existing backwater curves and the boundary condition to integrate them. 26,64 m/s -4 103 (B 10-2 A L 10-2
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