Calculating Best Hydraulic Section for Composite Channel - Flow Rate 6.5(m^3/s)

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SUMMARY

The discussion focuses on calculating the optimal hydraulic section for a composite channel to convey a flow rate of 6.5 m³/s using the Manning equation. The Manning coefficient (n) values for the bed slopes are 0.015 and 0.0015. The user derived the area (A) as 3.73(y²) and the wetted perimeter (P) as 6.83y, ultimately calculating a depth (y) of 2.4 meters. The calculations and assumptions presented are accurate and align with hydraulic engineering principles.

PREREQUISITES
  • Understanding of the Manning equation for open channel flow
  • Familiarity with hydraulic geometry concepts
  • Knowledge of composite channel characteristics
  • Basic algebra and geometry skills for solving equations
NEXT STEPS
  • Study the application of the Manning equation in different channel types
  • Explore hydraulic radius calculations for various channel shapes
  • Investigate the impact of varying Manning coefficients on flow rates
  • Learn about composite channel design principles and best practices
USEFUL FOR

Civil engineers, hydraulic engineers, and students studying fluid mechanics or open channel flow design will benefit from this discussion.

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Homework Statement


Determine the depth of the flow of channel if the best hydraulic channel is needd for composite channel in figure to convey flow rate of 6.5(m^3/s) , Manning coefficient n on bed slope are 0.015 and 0.0015 respectively .

Homework Equations

The Attempt at a Solution


I assume the total flow rate of composite channel is 6.5(m^3/s) .. so From the table , i gt z = 1 / sqrt(3) , A = (sqrt(3) + 2 ) (y^2) = 3.73(y^2)
P = 4y +2sqrt(2) = 6.83 y
So , From manning equation , Q = (1/n)(A)(R^(2/3))(sqrt bed slope) ,

so , n = 0.015 , bed slope = 0.0015 , i found that y = 2.4 , is my ans and concept correct ?
 

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