A horizontal bend in a 2.5 m diameter penstock goes through a change in direction of 40° as shown. The flow rate is 30 m³/s and the pressure in the pipe is 160 kPa. Determine the resultant hydraulic force acting on the bend, giving both its magnitude and direction. Neglect friction 40° -$2.5m PLAN VIEW Q=30m³/s

Q: D=1.2m

A: Diameter of Pipe, Do= 1.2 m Depth of flow, y = 0.08 mm θ is angle subtended by water surface at…

Q: 12. A 4 m tall, 1.2 m diameter barrel filled with hardened cement mortar is dropped across a 4 m…

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Q: You are in charge of evaluating a segment of aqueduct pipe (diameter: 30cm). You know that pt. A has…

A: Diameter = 0.3 m PA = 500 kPa LAB = 100 m QAB = 175 L/s = 0.175 m3/s C = 100 Find: (a) Head lost…

Q: Determine the Hydraulic Radius for the given Open Channel in terms of meter. -0.52 m e = 60° b= 0.8…

A:

Q: Example 9.5 • Determine the hydraulic radius of the section shown in Fig. 9.9 if the inside…

A: The objective of the question is to calculate the hydraulic radius of a compound section which…

Q: 14. The hydraulic depth of a rectangular channel is 2m and its wetted area is 12m2. Estimate its…

A:

Q: A 28 cm diameter pipe exits a reservoir as shown. What is the pressure head at Point 2?

A: Given   Given:A 28 cm diameter pipe exits a reservoir as shown.      To determine: Pressure head…

Q: Determine the elevation, pressure, and total hydraulic heads at all points, a through g using Datum…

A: step 1-

Q: hydraulic depth, in ft, is

A:

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.