Draw the vertical variation of dynamic pressure

Reference no: EM133071505

Question 1. The following figure represents the variation of horizontal velocity component at the bottom. If the depth is 10 m at this location, calculate H, L and write the equation of wave profile, η.

Question 2. Draw the vertical variation of dynamic pressure under the crest for a wave propagating at a depth of d = 4 m with wave height of H = 1.50 m and wave period of 9 s. Take g = 9.81 m/s² and p= 1000 kg/m³.

Question 3. A vertical wall structure shall be constructed at a water depth of 10 m. The incoming wave characteristics in front of the wall are H = 3 m an T = 8 s. Sliding friction coefficient between the wall's base and foundation is μ = 0.50 and the sea bed is permeable. Calculate the width 8 and the crest elevation tic of the wall for no overtopping. Take both safety factors (sliding and overtopping) as 1.50, unit weight of water and concrete as 9810 N/m³ and 22563 N/m³ respectively.

Reference no: EM133071505

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