D₂ = 5 cm D3 = 6 cm D₁ = 4 cm The flow network carries the water at 20°C to exit pipe 4. The flow rate at the exit is 90 m³/h. The velocity of the pipe 2 is 5 m/s. If the flow of pipe 3 is increased by %30, the exit flow rate also increases by%10. The flow rate of pipe 3 is The flow rate of pipe 2 is nearest integer.) D4 = 9 cm The velocity of pipe 1 is nearest integer.) m³/h. m³/h. (Do not use decimals! Round the number to the m/s. (Do not use decimals! Round the number to the

D₂ = 5 cm D3 = 6 cm D₁ = 4 cm The flow network carries the water at 20°C to exit pipe 4. The flow rate at the exit is 90 m³/h. The velocity of the pipe 2 is 5 m/s. If the flow of pipe 3 is increased by %30, the exit flow rate also increases by%10. The flow rate of pipe 3 is The flow rate of pipe 2 is nearest integer.) D4 = 9 cm The velocity of pipe 1 is nearest integer.) m³/h. m³/h. (Do not use decimals! Round the number to the m/s. (Do not use decimals! Round the number to the

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

Three Reservoirs A B and C are connected by pipes 1, 2 and 3 respectively which meets at the junction X. The water surface at reservoir B is 6 m. below that of A while junction X is 12 m. below the surface of A. When the pressure head at junction X is 9 m, compute the rate of flow into reservoir C in liters/sec. Pipe 1 (D=300 mm; L = 450 m; f=0.0198) Pipe 2 (D=150 mm; L = 240 m; f=0.0175) Pipe 3 (D=200 mm; L = 360 m; f=0.0168) Round your answer to 2 decimal places.
If the total flow of 4.0m3/? takes place in the three pipes. Determine the distribution offlow. The pipe lengths, diameters and frictions factors are shown below.
3.) The flow from A to E is 280 liters/second. Using the coefficient n=0.011, determine the following: a) Discharge of pipe No. 4. b) Discharge of pipe No. 5. c) Total head losses from point A to point E.
Determine the head loss in feet in PIPE 1. a.2.111 b.12.4962 c.6.9210 d.8.4744 Determine the head loss in feet in PIPE 5. a.1.0379 b.4.1664 d.3.5256 d.9.2994 Determine the flow in the upper branch pipe Q2 in cubic feet per second. a.1.4880 b.1.6667 c.3.052 d.7.7964 Determine the head loss in feet in PIPE 2. a.3.1315 b.1.3427 c.3.6269 d.4.0906 Determine the total head loss in feet between the inlet A and the outlet D. a.26.2109 b.12.6597 c.6.7759 d.9.6057
Water (ρ = 998 kg/m 3, ν = 1 * 10−6 m 2/s) flows in a 9–cm–diameter pipe under fully developed conditions. The centerline velocity vc = 10 m/s. Compute a) q, b) V (mean velocity), c)τo and d) Δp for a 100–m pipe length.
1. Compute the head loss in a pipe with diameter 300 mm for a length of 15,000 meters and carrying a flow of 0.097, if f=0.02. (Hint: Use h=(0.0826fL(Q^2))/(D^5)
Water flows from left to the right reservoir at a rate of 16 ft3/s (cfs). The head loss can be calculated as hL = 0.02(L/D)(V 2/2g), where L is the length of a pipe and D is the diameter. Determine the water surface elevation of the left reservoir.
1. A pipe has a slope of 1 in 100 and its length is 300 meters. Its diameter is 0.6 meter at the lower end while 1.2 meters at the higher end. The rate of flow through pipe is 5400 liters/min. Find the pressure at the lower end if the pressure at higher end is 68.07 kPa. Neglect losses.
Water flows through a pipe AB 1.2 m diameter at 3 m/s and then passes through a pipe BC 1.5 m diameter. At C, the pipe branch. Branch CD is 0.8 m in diameter and carries one third of flow in AB. The flow velocity in branch CE is 2.5 m/s. Find the mass rate of flow in AB, Solve it early
An open cylindrical tank, 2.4 m diameter and 6m tall has 1m of glycerin (Sgglycerin=1.5), 2.5m of water, and 1.5m of oil (Sgoil=0.82). Determine the discharge through the 125mm diameter located at the bottom of the tank. Assume C=0.65
Water of temperature 30o is flowing with flow rate 0.055 liters/s in a straight 50mm diameter uPVC pipe of length 450. Determine the head loss for this length by using Darcy Weisbach formula, and Hazen-William's formula.
Determine the velocity of the flow in pipe BC. (m/s) Choices of answers: 11.3 10.2 7.5 2.1