A pipe system is using a lake as water source at elevation Om. The water is supplied in a reservoir tank with target elevation of 200m. The water system has a pipe length of 1.5 kilometers, diameter of 600mm, friction factor f = 0.02, and carries 1750 L/s uphill. Determine the head in meters that the pump must add in the gradeline.

A pipe system is using a lake as water source at elevation Om. The water is supplied in a reservoir tank with target elevation of 200m. The water system has a pipe length of 1.5 kilometers, diameter of 600mm, friction factor f = 0.02, and carries 1750 L/s uphill. Determine the head in meters that the pump must add in the gradeline.

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

Complete solution pls
Water level in three reservoirs at elevation 126m, 109m and 100m are a) connected by pipes AN, BN, NC of diameters 15cm, 10cm and 10 cm with lengths 350m, 200m and 250m respectively. If N is the junction ol pipes and friction factor is 0.02 for all pipes then, calculate the discharge for cach pipe. Neglect minor losses.
1. Water is following steadily through a 50 m long section of a horizontal 5-cm diameter stainless steel pipe. The water temperature is 15°C and the flow rate is 9 L/s. Determine: a.) The pressure drop over the pipe length [kPa]. b.) The head loss [m]. c.) The pumping power needed to overcome the pressure drop (assume a pump efficiency of 67%) [kW]. 9 L/s 5 cm 50 m
A 4-in.-diameter pipe carries 300 gal/min of water at a pressure of 20 psi. Determine (a) The velocity head (ft); and (b) The total head (ft) with reference to a datum plane 20 ft below the pipe.
12. Find the discharge in each link using the given initial distribution by making 2 iterations and pressure drop between points O and C if they have the same elevation. B A 5 lt/min 5 7 lt/min с ? It/min 5 lt/min 20 D E KBC KCD-KAO-KOE KAB=KDE Koc=3KBC KAB=2KBC Koc=30 min²/dm5
3) A centrifugal pump delivers water between two reservoirs with a 300 ft. elevation difference (Az). The 12-in diameter suction pipe (f1= 0.020) is 100 ft. long (L1) and the 10-in diameter discharge pipe (f2= 0.026) is 5000 ft. long (L2). The pump has a performance curve defined by the equation: h, = 375 - Q² where h, is the pump head in feet and Q is the discharge in ft/s. a) Calculate the discharge, Q. b) Calculate the NPSHA. Assume standard atmospheric conditions, 60°F water, and a pump elevation 8 ft. above the lower reservoir Az D, L2 2 D, Ly. ft LOM
S.speed of the pump.,
Problem1: A new coagulation water treatment plant is proposed to treat 0.1145 m³/s at an average temperature of 19 °C. The tank is circular, and the required water depth is twice the diameter. Using the following design assumptions: detention time=10s; velocity gradient = 800 s¹; impeller type: radial flow turbine with 6 flat blades and assume B-H/3. Determine a) The tank dimensions b) The impeller diameter knowing that the available diameters are 0.45 and 0.6 m c) The required input power
Q-5
A flow of water of 100 lt/sec flowing through rectangular tube of width 600 mm and having adjustable bottom slope with C = 56. Find the bottom slope required for uniform flow of depth 300 mm. Also, determine the convenience of fume.
5. ol with sp. gr. of 0.88 is being pumped frem a lower reservolr to an elevated tank The pump In the system is 65% efflelent and Is rated at 160kW. Determine the flow rate of the oll in the pipe if the total head los (rom point 1 to point 2 is 5.5m of oll. 150m 200-mm Pump Elev 160m Elev. 150 m
Subject : Fluid mechanics Give me all answers.. Urgent