5.Pipes 1,2,3 are connected in parallel to connect the two reservoirs. The discharge in th main pipe is 500 L/s. Determine Q1,Q2,Q3! D, = 350 mm, L, = 300 m, f, = 0,014 • D2 = 450 mm, L2 = 200 m, f2 = 0,0145 • D3 = 250 mm, L3 = 350 m, f3 = 0,017

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Q2: A is 4500 m length-gas flow line, and B is 2000 m length-liquid flow line (0.1 m diameter) both are connected with left side of 2500 m in length C-pipeline (0.15 m). If the pressure at A-pipeline inlet = 2400 kPa, pressure at C-pipeline out let = 2000 kPa, liquid flow rate = 0.009 m³/s, Gas Oil Ratio = 40 m³/m², PL 680 kg/m³, p=0.922 kg/m³, gas flowing temperature-300 K, base temperature-288 K, base pressure 101.3 kPa, Z-0.9, gas gravity 9.4x10-3 Pa.s, calculate the 0.6, gas viscosity-0.015x10³ Pa.s, and liquid viscosity diameter of gas pipeline and inlet pressure of liquid pipeline? Assume all pipes are flat and horizontal. =

Solve 6-27. Please show all the work.

3. The flow form A to I is 300 L/s. Using the following data compute the discharge in each pipe Use conventional solution. 7 C 1 D 3 نيا B 5 2 E 6 F .8 G H 9 10 I Pipe AB BE BC BD DF FE CH EG HG GI n 0.012 0.011 0.013 0.014 0.014 0.014 0.013 0.011 0.011 0.012 Diameter (mm) 450 360 300 200 250 200 350 250 300 450 Length in (m) 300 360 370 150 300 150 660 300 370 600

please answer with complete solution and explanation

Situation 7: Water is pumped from reservoir A at elevation 750.0 ft to reservoir E at elevation 800 ft through a 12 inch pipeline. The pressure in the 12 inch pipe at point D, at elevation 650.0', is 80.0 psi. The lost heads are: A to pump suction B is 3.7 ft, pump discharge point C to D is 28.7 times its velocity head, and D to E is 43.2 times its velocity head. (2pts each) 26. Find discharge Q 27. Energy head output of the pump (HA) 28. horsepower supplied by pump BC. (g = 32.2 ft/s, yw = 62.4 lb/ft³ hp(english) = QE 550 EL 750 A 12" 80 psi EL 650' 12"+ D EL 800'

Reservoirs A, B and C are connected by pipelines 1, 2 and 3 respectively which meets at the junction D. The elevation of reservoir A s 300 m, while that of C Is 277 m. Reservoir B is higher than reservoir A. The rate of flow out of reservoir B is 560 liters/sec. Compute the elevation of Reservoir B in m Pipe 1 (D=900 mm; L=1500 m; f=0.0208) Pipe 2 (D=600 mm; L=450 m; f=0.0168) Pipe 3 (D=450 mm; L=1200 m; f=0.0175)   Round your answer to 3 decimal places.

Three pipes of 400 mm, 350 mm and 300 mm diameter are connected in series between two reservoirs with a difference in level of 12 m. The friction factors are 0.024, 0.021 and 0.019 respectively. The lengths are 200 m, 300 m and 250 m respectively. Which of the following statements is TRUE. * The discharge in pipe 1, 2 and 3 are decreasing. The total head loss is equal to the difference in elevation between reservoirs. The head loss in pipes 3 is equal to the sum of losses of pipes 2 and 3. The largest pipe will have the largest head loss The head loss in pipes 1, 2 and 3 are equal. * The flow in m^3/s in PIPE 3 is nearest to... 0.1 0.2 0.4 0.3 * What is the head loss in meters in pipe 3? 2.785 m 15.458 m 7.755 m 6.474 m Determine the length of an equivalent 350mm diameter pipe. * 402.582 m 906.123 m 1545.812 m 417.236 m

The total discharge in the system below is 15.5 cfs and the head loss from B to C is 24 ft. Using n = 0.011 for all pipes, determine the following: a. head loss hl1 (ft) in pipe 1, and b. head loss his (ft) in pipe 5. 2000 ft 12 in 3000 ft 1500 ft 4000 ft 30 in 10 in 24 in А В D 2500 ft 4 15 in