1. Design a pipe culvert using the following data. culvert. Discharge in the stream: 4 m/s Road top level: 106 m Road bottom level: 101.5 m Road width: 7.5 m with 1 m wide shoulders Density of the soil at site: 18 kN/m3 Loading: IRC Class A C. = 1.8

Q: A circular culvert of 1.532 m diameter, flow Q = 2.32 m3 / s, depth 1 m and n = 0.014, calculate the…

A: Discharge (Q) = 2.32 m3/sDiameter of culvert (d) = 1.532 mDepth of water (y) = 1 m n = 0.014To…

Q: The weir shown below is 50 m long ● Draw a flow net for the flow under the weir Calculate the rate…

A: Given Data:The length of a weir is, The flow net for the flow under the weir:From the above figure,…

Q: A municipal wastewater treatment plant with average flow of 1.5 MGD and maximum flow during the day…

A: given average flow = 1.5 MGD peak factor = 2.6

Q: b) Design a box culvert for the given data: Q = 43.8 m³/sec; length of culvert (L) = 50 m; Ke = 0.3;…

A:

Q: Design a single grit chamber utilizing a proportional flow weir for the following flows: 2max=4000…

A:

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.