1- A uniform flow passes through a rectangular channel having a width of 4 m. The channel carriers a discharge of 12 m³/s with a depth of 2.4 m at Section 1. The bed elevation was raised by 30 cm in Section 2. The velocity distribution changes due to the bed roughness in Section 2 and it is expressed by a linear equation in form of v2 = ky2. Using energy losses equal to 10% of the velocity head at Section 2: a) Write the energy equation with all details b) Calculate the flow depth at Section 2 c) Calculate Fr2 d) Calculate Emin e) Calculate Azmax at Side veiw v₂=ky₂ 3/₂ Az

1- A uniform flow passes through a rectangular channel having a width of 4 m. The channel carriers a discharge of 12 m³/s with a depth of 2.4 m at Section 1. The bed elevation was raised by 30 cm in Section 2. The velocity distribution changes due to the bed roughness in Section 2 and it is expressed by a linear equation in form of v2 = ky2. Using energy losses equal to 10% of the velocity head at Section 2: a) Write the energy equation with all details b) Calculate the flow depth at Section 2 c) Calculate Fr2 d) Calculate Emin e) Calculate Azmax at Side veiw v₂=ky₂ 3/₂ Az

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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