Tengul is Iald along°15.28 For the pipe system shown in Fig. P15.28, determine the rate of flow. Disregard the minorlosses.Figure P15.28theElevation 1000 ft6-in. dia, 500 ft8-in. dia, 1000 ft12-in. dia, 2000 ftElevation 920 ft4-in. dia, 300 ftNew cast-iron pipe1000

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Answered: Tengul is Iald along° 15.28 For the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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a=4 b=0
For the composite channel shown in Fig. The bed slope is (0.0003). Calculate: 1- The discharge of the channel 2- The required freeboard
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.
Question 2: A pipeline carries a pumped flow of 0.05 m/s. The line contains three 90 degree bends (K=0.9), a gate valve (K=0.4), and a swing check valve (K=0.6). Select an internal diameter between 10 cm to 90 cm for steel pipe (e= 0.00015 in, 0.00381 mm). Determine the total head loss if the lengt of the straight pipe is 300 m.
What is the minimum pressure difference between A and B which would allow an upward flow through this pipe if L = 1.2 m and 0 = 30°? Round the answer to the nearest multiple of 5 Pa. B (4)
Three pipes are in parallel. The total volumetric flowrate through the network is 2.15 cumecs. If the Darcy- Weisbach Friction Factor is 0.015 for both Pipe 1 and Pipe 3, and 0.02 for Pipe 2, determine the head loss through the network. Pipe 1: D₁ = 450mm, L₁ = 800m Pipe 2: D₂ = 400mm, L₂ = 700m Pipe 3: D3 = 500mm, L₁ = 600m 15.2m O 24.4m O 28.3m O 22.2m
Along a 50-m pipeline, there is a half-open globe valve (K = 10), four 90-degree smooth bends (K = 0.45), and six 45-degree elbows (K = 0.15). Ignoring the major head loss, what will be the pressure drop in this pipe if the flow velocity is 1 m/s? Fluid is water: Specific weight = 9810 N/m³. O 0 kPa O 6.35 kPa O 13.81 kPa O 21.67 kPa
B/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume that minor losses can be neglected. (Use Darcy-Wiesbach)-n D=0.45 m A/ Estimate Q in. Qin -2113.2 L/min 1000 m A 645.624 m D= 0.4 m 800 D=0.45 m 1500 L/min 635.376 m D=0.4 m 3000 L/min 1500 L/min
C. 1.883 MPa d. 1.098 MPa Situation XIV: Two parallel pipes with common friction factor and length are laid. If the diameter of the first pipe is twice the diameter of the second pipe. 40. What must be the ratio of their flow? a. 0.03 b. 5.66 C. 3.55 d. 3.40 Situation Xv: The pipe delivers 0.008 m³/s of water having kinematic viscosity of 6.5 x 10 m2/s. To assure laminar flow, 41. Determine the size of pipe. a. 784 mm O b. 583 mm O C. 684 mm O d. 723 mm 0 10:29 PM May. 09, 2021
None
A 15 cm pipeline, 730 m long, has its discharge end 6m below the water surface in the reservoir which supplies it. The discharge is 14 L/s and f= 0.025. Determine the loss in head cause by partial obstruction the exist in pipe
k=10^-3 ft/min Find: a) Seepage beneath the dam (ft/min) b) Pressure head at points A and B b) Pore water pressure at points C through K (in psf) f 570 ft. EL. 780 f (coeff. of friction) 0.35 50 ft. 280 ft Yconc 150 er 180 ft. 7 EL. 600 380 ft 170 ft. EFGHL K. 170 ft. silty SAND .Y Ysat 120 pef k- 10-3 /min

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Tengul is Iald along° 15.28 For the pipe system shown in Fig. P15.28, determine the rate of flow. Disregard the minor losses. Figure P15.28 the Elevation 1000 ft 6-in. dia, 500 ft 8-in. dia, 1000 ft 12-in. dia, 2000 ft Elevation 920 ft 4-in. dia, 300 ft New cast-iron pipe 1000