I need the answer quickly MASS FLOW AT A PIPE JUNCTIONConsider the steady flow in a water pipe joint shown in the diagram.The areas are: A= 0.2 m. Az = 02 m, and A, = 0.15 m'. In addition,fluid is lost out of a hole at 9. estimated at a rate of 0.1 m'is. Theavcrage speeds at sections @ and 3 are V =5 mis and V3=12 mis.respectively. Find the velocity at section30Given: Steady flow of water through the device.A = 0.2 m A: = 0.2m A, = 0,15 mV = 5m/s V, = 12m/s p= 999 kg/mVolume flow rate at e =0.t m'sFind: Velocity at section a

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Answered: MASS FLOW AT A PIPE JUNCTION Consider…

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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Given the following information about a length of pipe: P1 = 440 kPa V1 = 0.0085 m/s z1 = 5 m v2 = 0.8335 m/s z2 = 0 m Head loss from point 1 to 2 = 0.262 m Find the pressure at point 2
Water flows through the pipe contraction as shown in the figure. The drop in the piezometer level after contraction is 0.1 ft. Determine the flow rate as a function of the small pipe diameter, D. What is the flow rate if D = 6 in.
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The flowrate of the flow is 0.20 + a/10 m3 /s in a pipe placed on a horizontal plane. The pipe diameters are D1= 0.30 m and D2= 0.20. Please find the force acting to the pipe by the flow. The gauge pressure at (1) is p1 =200 + b*10 kN/m2 . (g=9,81 m/s2, g=10kN/m3 ) a= 4 b=3
With the chamber-pipe system in the figure, the ideal fluid (water) taken from the infinitely sized chamber A is poured into the atmosphere with a 40 cm fixed diameter BCDEF pipe. Since zB=29, zC=10, zD=28.5, zE=5 and zF=28 meters according to the comparison plane;a) Calculate the flow of the system.b) Draw the relative load (energy) and piezometer lines of the system.c) Determine where the greatest pressure will be observed throughout the system and calculate its relative value.
A tank containing water moves horizontally (parallel to length) with a constant linear acceleration of 3 m/s2 . The tank is 3 m long and the depth of water when the tank is at rest is 1.5 m. FIND THE FOLLOWING: A. what angle (degrees) does the water make during acceleration? B. what is the minimum height of the vessel for no spilling of water? C. what is the maximum pressure head? (m)
The water flows from the pipe shown in the figure with a flow rate of 0.025 m3 / s and emerges into the atmosphere as a free jet. Flow is frictionless and gravity effects are negligible. Since the pressure in the section (1) is 150kpa, find the x and y components of the force required to hold the pipe in place. [rsu = 999 kg / m3]
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)

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