Ques. 1 Water is flowing through a pipe having diameters 600 mm and 400 mm at the bottom and upper end respectively. The intensity of pressure at the bottom end is 350 kN/m and the pressure at the upper end is 100 kN/m. Determine the difference in datum head if the rate of flow through the pipe is 60 litres/sec. D, 400 mm 100 kN/m P2 D, 600 mm ---- P 350 kN/m Datums line

Ques. 1 Water is flowing through a pipe having diameters 600 mm and 400 mm at the bottom and upper end respectively. The intensity of pressure at the bottom end is 350 kN/m and the pressure at the upper end is 100 kN/m. Determine the difference in datum head if the rate of flow through the pipe is 60 litres/sec. D, 400 mm 100 kN/m P2 D, 600 mm ---- P 350 kN/m Datums line

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

What is pipe roughness? A pump is located 5 m above the surface = 8170 M/m¹) in a closed tank. The pressure in the space above liquid surface is 35 Kpa. The suction line to the pump is 15 m of 15 cm diameter pipe (/= 0.025). The discharge from the pump is 60 m of 20 cm diameter pipe (/= 0.03). The pipe discharges in a submerged fashion to an open tank whose free liquid surface is 3 m lower than the liquid surface in the pressure tank. If pump puts 1.5 kW Into the liquid, determine the flow rate and the pressure in the pipe on the suction side of the pump. Assume turbulent flow.
Please answer it soon
Read the question carefully and give me right solution according to the question
The pipe connection shown has a series parallel connection. The rate of flow in the pipe 1 is 300 liters per sec. Assuming equal values of f = 0.02 for all pipes. Compute the discharge of pipeline 2 in cu.m per sec. Compute the discharge of pipeline 3 in cu.m per sec. Compute the discharge of pipeline 4 in cu.m per sec.
Q3
Q4: Assuming f-0.020, determine the discharge in the pipes. Neglect minor losses. Pipe Diameter AB 250 mm 200 mm 400 mm BC BD Length 1200 m 600 m 200 m EL.45m EL 3m. B C EL. 3.0m D EL 0.0m
8.7
For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given beam on Problem 5.7 Page 217, calculate the Moment in KN-m at Point B if the given 150KN concentrated load, 25KN/m uniform load and 100KN-m applied moment from the figure are replaced by 162KN, 24KN/m and 117KN-m respectively. Express your answer in 2 decimal places. Include (-) negative sign if the moment is negative.
Determine the discharge in pipes 1, pipe 2, pipe 3 and pipe 6 in the system shown if the total head loss from A to B is 100m and friction factor for all pipes is 0.02.