A standpipe 4 m in diameter and 8 m high is filled with water. Find the potential energy (kPa) of the water if the elevation reference is taken 1.5 m below the base of the standpipe.
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- Water passes under a sluice gate in a horizontal rectangular channel of width 2.0 m. The depths of flow on either side of the sluice gate are 1.8 m and 0.3 m. Assuming no energy loss at the gate, calculate the force on the gateA rectangular channel 4 m wide is narrowed to 2 m width to cause critical flow in the contracted section. If the depth in this section is 1 m, calculate the flow and depth in the 4m section, neglecting energy losses in the transition. Sketch the energy line and the water surfaceWater from a reservoir is pumped to a higher elevation through a 450mmφ and a pressure of 250 kPa is maintained at the summit where the pipe is 110 m above the reservoir. The pipe discharges 1.56 m3/s and total losses due to friction is 8 m. What output power must be furnished to the water?
- A standpipe 8 m in diameter and 13 m high is filled with water. Calculate the potential energy of the water if the elevation datum is take 5 m below the base of the standpipe. (kN-m) Round your answer to 2 decimal places.a cylindrical tank stands vertically on the top of the platform. an orifice is placed at the vertical side of the tank and located 3.2m above the ground. if the head of the water is 3.2 m above the center of the orifice, how long will the jet reach the ground?A rectangular channel has a width of 8 m and flow rate through it is 25 m/s at a section where depth of flow is 2.5 m. Find : a.Specific energy of water flowing through the channel. b. Critical depth. c. Critical velocity. d. Minimum specific energy
- A rectangular channel 2.0 m wide and 1.0 m deep carries a discharge of 4.0 m3/s. A horizontal datum is assumed 2.0 m below the channel bed at a certain point. Calculate the total energy and the specific energy at that pointA rectangular channel of 2.5 m widthis carrying a discharge of 4 m³/s. Considering that acceleration due to gravity as 9.81 m/s2, the velocity of flow (in m/s) corresponding to the critical depth (at which the specific energy is minimum) isA rectangular open channel, with a constant discharge of 32m3/s, has a smooth expansion from (1) to (2) as shown in figure Q2 in the flow direction. At (1) the channel is 3.6m wide and the water depth is 2.4m . At (2) the water depth is 0.8m. Plot and annotate the specific energy curve for the flow at section (1).
- Find the work required to pump all of the water from a rectangular tank with an 8mx5m base and a height of 7m through a spout 1m high on the top of the tank. Assume water has a density of 1000kg per cubic meter and g=9.8 meters per secondThe difference of elevation between the top of the water of the two reservoirs is 125m. If the top of the water of reservoir B has an elevation of 25m and in between the two reservoirs there is a pump- turbine with a design flow rate in both directions of 120 cubic meter per minute and a head loss due to friction of 15m and an efficiency of 75% for both pump and turbine, Determine the ff: a. the power output by the turbine to draw water from the upper reservoir to produce power to a city and b. the power required by the pump, to pump water from the lower reservoir to the upper reservoir to restore energy to the upper reservoir.A tank in the shape of the frustum of a cone has a bottom radius of 0.75 m, top radius of 1.5 m and 2 m high. Find the work required in kN-m to pump the full content of the tank (water) to a point 1 m above the top.