Two reservoirs are connected by a pipeline which is 150 mm in diameter for the first 6 m and 225 mm in diameter for the remaining 18 m. The entrance and exit are sharp, and the change of section is sudden. The water surface in the upper reservoir is 6 m above that in the lower. Tabulate the losses of head which occur and calculate the rate of flow in m3/s. Friction coefficient f is 0.01 for both pipes.

Q: Three Reservoirs A B and C are connected by pipes 1, 2 and 3 respectively which meets at the…

A: Given: Pipe 1 (D=300 mm; L = 450 m; f=0.0198) Pipe 2 (D=150 mm; L = 240 m; f=0.0175) Pipe 3 (D=200…

Q: 8.63 Two reservoir maintain a constant difference of water levels of 11.25 m and are connected by a…

A: Given data, Here the value of V ( flow velocity through pipe ) is unknown. To find the value of V…

Q: The pressure heads are measured at two sections in a pipeline and are found to be 8.3 m at point A…

A: Step 1: Step 2: Step 3: Step 4:

Q: Water is siphoned from the tank as shown in the figure below. the length of the pipe is 12 m and has…

A: Diameter of Siphon d = 400mm length of siphon = 12m Roughness ratio = 0.001 a) Neglecting all the…

Q: Pump delivers 0.05 m/s flow of 40°C water, and the intake pipe L = 4m & D = 20 cm. The pump intake…

A: Option (C) is correct.

Q: Problem 3 A reservoir with water is pressurized as shown. The pipe diameter is 1 in. The head loss…

A: Detailed solution is given below, still if you have any query please feel free to contact me.Thanks…

Q: A pipeline 300 m long discharge freely at a point 50 m lower than the water surface at intake…

A: Given :

Q: Three new cast-iron pipes connected in series have diameters of 30 cm, 25 cm, and 20 cm, each being…

A: DIA  D1 = 30CM D2 = 25CM D3= 20 CM LENGTH = 200M discharge is 100 liters per second N= .011

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.