Pipes 1, 2, and 3 are parallel with each other as shown.If the energy at the inflow pipe A is 147 m., and at the outflow pipe B is 51 m., determine the total discharge of the pipe system (inmls). Use the following data for each pipe:e paper isPipe 1: Diam = 572 mm, Length = 193 m., C = 105Pipe 2: Diam = 604 mm, Length = 219 m., C = 111Pipe 3: Diam = 733 mm, Length = 219 m., C = 117Round off to two decimal places.Pipe 1APipe 2ВPipe 3

Answered: Image /qna-images/answer/67858ee3-b81a-4e5f-b542-09b0e7b34e28.jpg

Pipes 1, 2, and 3 are parallel with each other as shown.If the energy at the inflow pipe A is 147 m., and at the outflow pipe B is 51 m., determine the total discharge of the pipe system (in m3/s). Use the following data for each pipe: paper is Pipe 1: Diam = 572 mm, Length = 193 m., C = 105 Pipe 2: Diam = 604 mm, Length = 219 m., C = 111 Pipe 3: Diam = 733 mm, Length = 219 m., C = 117 Round off to two decimal places. Pipe 1 A Pipe 2 В Pipe 3

Pipes 1, 2, and 3 are parallel with each other as shown.If the energy at the inflow pipe A is 147 m., and at the outflow pipe B is 51 m., determine the total discharge of the pipe system (in m3/s). Use the following data for each pipe: paper is Pipe 1: Diam = 572 mm, Length = 193 m., C = 105 Pipe 2: Diam = 604 mm, Length = 219 m., C = 111 Pipe 3: Diam = 733 mm, Length = 219 m., C = 117 Round off to two decimal places. Pipe 1 A Pipe 2 В 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

ANSWER ASAP.
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.
5): For the system shown below: 1-Find the water power of the turbine (PT) if the required power output is PE (take PE between 5-25 kN) and the turbine efficiency is n (take n between 75 to 98%) 2- Find the flow rate in the pipe AB. 3-Find the value of Z1 for operating this system (take Z2 between O to 20 m). * Pitot tube Piezometer. 0.3m 1.0m z1 22 T. Id= 200mm d= 100mm
For the water distribution system given below, find the discharge at each pipe. The roughness for all pipes is 0.02. Pipe Diameter Length El. = 126 m (cm) (m) AJ 15 350 El. = 109 m BJ 10 200 CJ 10 250 A El. = 100 m
I need the answer as soon as possible
Hydrodynamics pumps (WRITTEN COMPLETE SOLUTION AND FIGURES IF NEEDED) 1. A centrifugal pump installation draws water from an open reservoir having a water elevation of 5 m above the pump centerline and delivers the water to another open reservoir 80 m above pump centerline. The rate of discharge is 600 li/min. The suction pipe has a diameter of 200 mm while that of the discharge pipe diameter is 150 mm. The friction loss at the suction is estimated to be 4 times the velocity head at the 200 mm suction pipe. At the discharge, the friction loss is estimated to be 21 times the velocity head at the 150 mm discharge pipe. If the overall mechanical efficiency is 77%, estimate the brake power input to thepump. a. brake power Answer : ____________________ kW
Determine the division of flow and head loss from A to B, if the given f=0.010 for all pipes. Note that the total flow is 10 cfs. L=4000ft D=16 inch B L=2000ft D=12 inch
Note: Use three decimal places and no need to input the unit. A 36-in-diameter pipeline carries oil (SG = 0.89) at 1 million barrels per day (bbl/day) (1 bbl = 42 U.S. gal). The friction head loss is 13 ft/1000 ft of pipe. It is planned to place pumping stations every 10 mi along the pipe. Estimate the horsepower which must be delivered to the oil by each pump. (in hp)
Given the following: Diameter of Pipe = 1m, Length of Pipe = 845m and Head loss = 1.01 m, Determine the discharge using Darcy Weisbach, f=0.021. (A) 0.93 cms B) 0.73 cms 0.83 cms 0.63cms
For the setup shown in the figure :
46. Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are as follows: a. Determine the water surface elevation, in meters, of reservoir B for the flow to be possible. Round off to two decimal places. b. Determine the flow in Line 3 in L/s. Round off to two decimal places. c. Determine the headloss, in meters, in Line 1. Round off to two decimal places.
answer fast