HYDROLOGY - Drainage 1. A combined sewer 1.2 m in diameter has a slope of 0.0004 and n = 0.013. determine the: Q in cubic meter per minute when flowing just full and velocity in meter per second (not full).

Q: A Pipe 1 2 3 L(m) D₁-8 cm 120 180 60 D. 6 cm Three pipes are in parallel with the total loss of 19.7…

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Q: Compute the total discharge in the stream based on thẻ given cro 12 18 24 30 distance, m 1.6 1.9 2.5…

A: Assuming same the cross-sectional dimensional through: The average Velocity will be,…

Q: A semi modular pipe outlet of diameter 15 cm is to be installed on a distributary with its bed level…

A: Given data:- Disharge coefficient = 0.62 Outlet diameter = 15cm Bed level = 101.15m Full supply…

Q: 5. It is known that the wastewater discharge from a block is 0.03 m3/s. Calculate the diameter and…

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Q: A sewer of 1228 mm diameter and slope 0.0015, what will be the depth and velocity of flow when it…

A: The discharge is defined as the product of the cross-sectional area of the sewer and the velocity of…

Q: Example 8: A flocculation basin is designed to treat water of 1 m³/s flow rate. The length of the…

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Q: please answer if sure it is correct. will thumbs up if correct.

A: The time of concentration from point "a" to "c" 1) kirpich Method =8.606 min2) Kerby  Method = 19.06…

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?