ERE IS A LEAK IN A HORIZONTAL 300 MM DIAMETER PIPELINE. UPSTREAM FROM THE LEAK TWO GAGES 600 METER APART SHOWED A DIFFERENCE OF 140 ???. DOWNSTREAM FROM THE LEAK TWO GAGES 600 METER APART SHOWED A DIFFERENCE OF 126 ??? . ASSUMING ? = 0.025. HOW MUCH WATER IS BEING LOST FROM THE PIPE. show answer in litre pe

ERE IS A LEAK IN A HORIZONTAL 300 MM DIAMETER PIPELINE. UPSTREAM FROM THE LEAK TWO GAGES 600 METER APART SHOWED A DIFFERENCE OF 140 ???. DOWNSTREAM FROM THE LEAK TWO GAGES 600 METER APART SHOWED A DIFFERENCE OF 126 ??? . ASSUMING ? = 0.025. HOW MUCH WATER IS BEING LOST FROM THE PIPE. show answer in litre pe

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

Fluid flows at the rate of 0.272 m/s in a 925 mm diameter pipeline 588 m. long. Specific gravity of fluid is 0.57. Neglecting minor losses and f= 0.012. Compute the head loss in m. A. 2.684 B. 0.594 C. 3.92 D. 0.064 A system of pipes consists of a 10 inches pipe 2,500 ft. long and an 8 inches pipe 3,600 ft. Long. If Q = 650 gpm and f = 0.013, find the equivaient diameter of the pipes when the pipes are in series. A. 0.811 ft B. 0.911 ft C. 0.711 ft D. 1.11 ft ft
Can I get help please?
ellen 10
Determine the flow rate of pipe 2 and pipe 3 show your complete solution
Example 8: A flocculation basin is designed to treat water of 1 m³/s flow rate. The length of the basin is 30 m and width is 12.25 m and the basin depth is 4.5 m. The basin is provided by four axes (shafts) a long its length, each shafts has two blades, the width of each blade is 0.3 m with 12 m length, the distance between the center of shaft and the center of each blade is 2 m, the coefficient of drag is 1.8, the velocity of blade in the basin 2.5 rpm. use (u = 1.312 * 10-3) N.s/m², p= 1000 Kg/m³. calculate: 1- The power requirement in unit of (KW). 2- Flocculation time in unit of (min). 3- The volume of G of each blade.
THERE IS A LEAK IN A HORIZONTAL 300 MM DIAMETER PIPELINE. UPSTREAM FROM THE LEAK TWO GAGES 600 METER APART SHOWED A DIFFERENCE OF 140 kPa. DOWNSTREAM FROM THE LEAK TWO GAGES 600 METER APART SHOWED A DIFFERENCE OF 126 kPa. ASSUMING f = 0.025. HOW MUCH WATER IS BEING LOST FROM THE PIPE. A. 2 liters/second B. 6 liters/second C. 4 liters/second D. 8 liters/second
Read the question carefully and give me complete right solution... Please read carefully
answer should be on the choices
For the parallel pipe system shown below, the elevation of point A is 300 feet and a pressure of 30 psi and the elevation of point B is 100 feet with a pressure of 27 psi. What is the approximate flow percentage in the middle red pipe? ● ● ● ● DMain = 12" D₁ = 4" D₂ = 6" D3 = 8" O 19.3 % O 36.9 % O 58.5 % O 70.8 % A ● ● CHWMain = 140 CHW₁ = 100 CHW₂ = 118 CHW3 = 132 B ● L₁ = 1,000' L₂=800' L3= 2,000'
Kindly show complete or detaled solution. A rectangular water tank is divided by a partition into two chambers, as shown. In the bottom of the partition is a round, sharp-edge orifice with a diameter of 150 mm. The coefficient of discharge is equals to 0.62. At a certain instant, the water level in B is 2.5 m higher than A. How long will it take for the water surfaces in the two chambers to be at the same level? a. 399 s b. 157 s c. 279 s d. 220 s
natt10
A pipeline with 30cm inside diameter is carrying a liquid at a flow rate of 0.025m^3/s.A reducer is placed in the line and the outlet diameter is 15cm.Determine the velocity at the beginning and end of the reducer. (Answer:v1=0.35m/s,v2=1.4m/s)