Water flows through a given pipe network. For said pipe network, a pipe 977m long branches out into three pipes at junction A; these three pipes then merge at junction B where they continue as a single 1224m long pipe (see figure for pipe properties and dimensions]: eesm If the pressure drop between junctions A and B is 260 kPa, then: Determine the flow rate through pipe 3.

Water flows through a given pipe network. For said pipe network, a pipe 977m long branches out into three pipes at junction A; these three pipes then merge at junction B where they continue as a single 1224m long pipe (see figure for pipe properties and dimensions]: eesm If the pressure drop between junctions A and B is 260 kPa, then: Determine the flow rate through pipe 3.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A pipe connected in series has the following roughness or friction coefficients: Pipe 1 C = 90 (Hazen-Williams) Pipe 2 n = 0.015 (Chezy-Manning) Pipe 3 f = 0.025 (Darcy-Weisbach) All pipes have a diameter of 400mm, length of 1 kilometer, and flow rate of 150 L/s. Determine the headloss on Pipe 2 in meters.
Question 7 2 pts A pipe connected in series has the following roughness or friction coefficients: Pipe 1 C = 100 (Hazen-Williams) Pipe 2 n = 0.015 (Chezy-Manning) Pipe 3 f = 0.020 (Darcy-Weisbach) All pipes have a diameter of 400mm, length of 1 kilometer, and flow rate of 150 L/s. Determine the headloss on Pipe 3 in meters.
Pipes 1, 2, 3 and 4 have lengths 1000ft, 800 ft, 700 ft and 1500 ft, all being new cast iron (f =0.02). Pipes 2 and 3 are laid in parallel, both drawing from 1 and discharging into 4. If 1, 2 and 4 have diameters of 8 in, 6 in and 10 in respectively, determine the diameter of 3 when the discharge through the system is 1.6 cfs under a total head loss of 27 ft.
The pipe network shown has the following properties: Li=500m, Di= 250mm; L2=600m, D2=150mm; L3=670m; L=800m, D4=300mm. The flow in line 1 is 0.06m/s and the total head lost from A to D is 10.5 meters. Assume f=0.023 for all pipes. Pipe 2 Pipe 1 Pipe 4 D Pipe 3 a. What is the head lost in pipe 2 in meters? b. What is the flow in pipe 2? c. What is the diameter in pipe 3?
Oricul Q3: Three pipes (A, B and C) are interconnected as shown in figure (3). Determine the flow rate in each pipe. The pipes characteristics are given as follows: Pipe L (m) D (mm) f A 610 152 0.020 B 488 102 0.032 C 1220 203 0.024 Good Luck -re (2) Water qure (3) EL=7om A B EL-15m
Q2) For the pipe system shown in the figure, the flow rate is 0.00085 m³/s & v-1.14*106 m²/s, F-0.023, p=990 Kg/m³, diameter 15mm, Celbow=0.9, Cvalve -10, Cfaucet -2.Calculate the pressure at point (1)? -3.0- Faucet 4.5- -1.5- 3.0 Valve EXE 3.0 elbow 005
In the parallel system shown, pipe 1 has a length of 3000 ft and 20-inch in diameter. Pipe 2 is 5000 ft long and 15-inch in diameter. The pipe is commercial steel with roughness 0.00015 ft. Water temperature is 50°F (kinematic viscosity is 1.41 x 10-5 ft2/s), and the total discharge is to be 4 ft /s? Use g = 32.2 ft/s². Determine: The velocity, friction factor, and flow rate of water in pipes 1 and 2. 2 Drag and Drop your answer below. A BI 三三EE II 125 !! ...
(Flow through Single Pipes). Determine the flow in each pipe and the pressure at the junction node, D. Assume elevation at Node, D to be 328 feet and friction factor, f, of 0.02 for all pipes. [NOTE: This is a three-part problem]. A B Elevation (ft) Length (ft) 19,680 Diameter (ft) Reservoir Pipe Part A) A 656 AD 3.28 В 590 BD 13,120 2.5 558 CD 29,520 2.5 19,680 13,120 Part B) A 656 AD 3.28 В 574 BD 3.28 CD 29,520 19,680 19,680 492 2.5 Part C) A 656 AD 3.28 В 590 BD 3.28 492 CD 19,680 3.28
2. A tank and piping system are shown below. The total length of PVC pipe is 2500 ft and discharges water into the atmosphere. The pipeline has an open globe valve and four threaded elbows; h1 = 10 ft and h2 = 45 ft." a. If the discharge is 0.5 cfs, what NPS should be used for the PVC pipe (ks = 0.00006 inch). b. What is the pressure at A, the midpoint of the pipeline? c. Draw the EGL and HGL. h2 Water T = 10°C (50°F) Globe valve
A 60-inch main carrying 90 cfs branches at a point x into two pipes, one 1,000 ft. long 4 ft. in diameter and one 4,000 ft. long 2 ft. in diameter. Both pipes come together at a point y and continue as a single 60-inch pipe. Assuming the values of the friction factor f as 0.02, 0.022, and 0.024, respectively, for the 60-in., 48-in., and 24-in. pipes, compute the rate of flow in pipe 3 in cfs. Round your answers in 2 decimal places.
Problem 4 Find the flowrate in each pipe. CH= 130 300 gpm Pipe AB BD DC AC с Diameter (in) Length (ft) 250 100 250 100 2.0 2.0 4.0 4.0 B D 190 gpm 110 gpm
3. A pump is used to transport water at the rate of 0.075 m³/s from a reservoir 20 m above the pump to a free discharge 35 m above the pump. The pressure on the intake side of the pump is 150 kPa and the pressure on the discharge side is 450 kPa. All pipes are commercial steel of 15 cm inner diameter. Determine (a) The head supplied by the pump (b) The total head loss between the pump discharge and point of free discharge. Z₁=20 m 1 P₂ = 150 kPa 2 面 3 D=15 cm A P3=450 kPa 4 Free Discharge Z4 = 35 m