Question

1. (25pts) This problem has two parts (1A and 1B). (1A). (10 pts) Calculate the uniform flowrate for an earth-lined (n = 0.02) trapezoidal canal flowing at a water depth of 2.0 m. The canal is constructed on a slope of 0.0001; its bottom width is 5 m and side slope is 2:1 (H:V).

(1B) (15 pts) It has been found that this structure doesn’t have the optimum hydraulic design for the given side slope. What dimensions are required to have the optimum hydraulic design (for the given side slope)?

Answer #1

ADVERTISEMENT

Get Answers For Free

Most questions answered within 1 hours.

ADVERTISEMENT

asked 33 minutes ago

asked 53 minutes ago

asked 1 hour ago

asked 1 hour ago

asked 1 hour ago

asked 1 hour ago

asked 2 hours ago

asked 2 hours ago

asked 3 hours ago

asked 3 hours ago

asked 3 hours ago

asked 3 hours ago