Example 5&6.5: Water is drawn into the pump, such that the pressure at the inlet A is -30 kPa and the pressure at B is 120 kPa. The discharge at B is 0.15 m³/s. Neglect friction losses. The pipe has a constant diameter of 100 mm. Take h = 1.5 m. Draw the energy and hydraulic grade lines for the pipe ACB. Figure E5&6.5 B h

Help !! Don't copy from othersites ,write the variables clearly. Solve using the energy equation.

Water 2. In this system, d = 6 in., D = 6 ft, and =z2 = 12 ft. The water in the system is 13 cfs. machine a pump or a turbine? pressures at points A and B? losses. Pump 1. The discharge in the siphon is 2.80 cfs, D = 10 in., L1 = 3 ft, and L2 = 3 ft. Determine the head loss between the reservoir surface and point C. Determine the pressure at point B if three-quarters of the head loss (as found above) occurs between the reservoir surface and point B. 1 m REVIEW Home Work (1) Energy Equation Water T = 10ºC REPPER Water Same elevation Machine Elevation = 40 m -Elevation = 20 m Elevation 10 m 300 m + -300 m- 4. Assume that the head loss in the pipe is given by hL = 0.014(L/D)(V2/2g), where L is the length of pipe and AZ₂ AFL B Elevation 100 m L = 100 m D = 60 cm Water T= 10°C 3. A water discharge of 10 m3/s is to flow through this horizontal pipe, which is 1 m in diameter. If the head loss is given as 7V2/2g (V is velocity in the pipe), how much power will have to be supplied to the flow…

Q6: The U-bend in the figure below is connected to a flow system by flexible hoses that transmit no force. The pipe has an ID of 3 in. Water is flowing through the pipe at a rate of 600 gal/min and density is 1000 kg/m³. The pressure at point 1 to 5 psig and at point 2 is 3 psig. What is the vertical component of the force in the support? Neglect the weight of the pipe and fluid. Flow FIGURE Vertical pipe U-bend. Flex hoses Support