Plz, solve this problem and try to solve it step by step, plz, solve the problem using my Reg.No : 5395 This is the Reg.No : 5395 Irrigation Engineering Q.2. Use Khosla’s theory [Equations and curves] to calculate the percentage uplift pressure at points C1, D1, E2, C2, D2, E3 and D3 for a barrage foundation profile shown in figure 2 applying necessary corrections. Also, determine the exit gradient. [Assume: floor thickness = 1.5 m]
Plz, solve this problem and try to solve it step by step, plz, solve the problem using my Reg.No : 5395 This is the Reg.No : 5395 Irrigation Engineering Q.2. Use Khosla’s theory [Equations and curves] to calculate the percentage uplift pressure at points C1, D1, E2, C2, D2, E3 and D3 for a barrage foundation profile shown in figure 2 applying necessary corrections. Also, determine the exit gradient. [Assume: floor thickness = 1.5 m]
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Plz, solve this problem and try to solve it step by step, plz, solve the problem using my Reg.No : 5395
This is the Reg.No : 5395
Irrigation Engineering
Q.2. Use Khosla’s theory [Equations and curves] to calculate the percentage uplift pressure at points C1, D1, E2, C2, D2, E3 and D3 for a barrage foundation profile shown in figure 2 applying necessary corrections. Also, determine the exit gradient. [Assume: floor thickness = 1.5 m]
![RL (Reg.No)
RL (Reg.No - 8)
E₁ C₁
D₁
RL (Reg.No - 18)
Reg.No/200
4:1
Reg.No/200
E₂ C₂
D₂
RL (Reg.No - 11)
E₁ C₂
RL (Reg.No-21) D₁ RL (Reg.No - 21)
Reg.No/200](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8bb629d7-8be5-47d1-99da-b2db3163f2af%2F6ccb5e5a-af47-43ca-88a2-732190281e33%2Feummdji_processed.png&w=3840&q=75)
Transcribed Image Text:RL (Reg.No)
RL (Reg.No - 8)
E₁ C₁
D₁
RL (Reg.No - 18)
Reg.No/200
4:1
Reg.No/200
E₂ C₂
D₂
RL (Reg.No - 11)
E₁ C₂
RL (Reg.No-21) D₁ RL (Reg.No - 21)
Reg.No/200
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