Question 4:Two water reservoirs are connected by galvanized iron pipes.Assume DA=75 mm, DB = 50 mm and h = 10.5 m. The lengthof both pipes is 100 m. Compare the head losses in pipes Aand B. Compute the volume flow rate in each pipe.waterhTPipe APipe B

Answered: Question 4: Two water reservoirs are…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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2. An inclined venturi tube containing water has an inlet of 300 mm diameter and a throat of 150 mm diameter. The difference in head between the inlet and the throat is 250 mm. Neglecting losses, calculate the discharge through the venturi meter. Alir 250 mm 300 mm Diam 150 mm Diam -Water
Subject : Fluid mechanics Solve both a and b Help me urgent
Q2 Q1 u (poise) Sp. Gr. D (mm) L (m) Q3 Q (Lit/s) H E (mm) 0.02 0.8 50 500 0.19 18 2
There are five tubes that fill up to different levels 1: 22.5 cm, 2: 19 cm, 3: 17.5 cm, 4: 16 cm, 5: 13 cm the tubes fill up the tank of about 1900 mL a.What is the Reynolds number of the flow through the pipe? (~16000) Is itturbulent or laminar flow?b. What is the head loss (in cm) for the flow through the full length of the pipe, i.e.,from the first to the fifth tube?c. Based on your head loss calculated in part b, what is the Fanning friction factorfor this flow? (~ 0.01)d. What is the roughness of the pipe? (~ 0.09 mm )
Answer IT ASAP PLEASE.!! a 20 mm diameter steel pipe is used to drain and oil tank (SG-0.88) as shown. The total head loss is 2.904m, find the diameter of a new pipe that can replace the existing one such that the discharge is doubled Control Volume and the velocity of flow is maintained.
Q1/ Water. p=1.94 slugs/ft' and v=0.000011 ft/s, is pumped between two reservoirs at 0.2 ft/s through 400 It of 2-in-diameter pipe and several minor losses coefficient is(12.2m), as shown in Fig. 1. The roughness ratio is s/d = 0.001. Compute the pump horsepower required. MY (2) Z₂=120ft Z=20 ft Pump Fig.1 D=2 in
The distribution system requires to lift water to an area with an average elevation of 90 mamsl from the pumping station at 35 mamsl. The area has a demand requirement of 30 MLD and the minimum pressure head requirement is 20 m-head. The pipe which will serve the area is 500 mm with C-value of 90 and length of 3000 m. Determine the following: a) total head loss along the pipe in meter, b) the head of pump required in meter, and c) the power required by the pump with an efficiency of 80% in kilowatt. Note: Theaverage water surface level of the reservoir which supports the pumping station is 5 m.
(b) A pipeline carrying 0.257 m³/s water is reduced suddenly from 400 mm to 250 mm diameter (Take Cc =0.67). Find the head loss due to the sudden contraction. A horizontal venture meter with the diameter 200 mm at the inlet and 100 mm at the throat. A mercury differential manometer linked at venture meter shown (c) at different level reading is X meter. Given the discharge coefficient 0.9, calculate differential (X) if the discharge of water is 0.07 m³/s.
Number 5 question Complete solution and correct units pls. Draw the figures if necessary
i need the answer quickly
For the pipe system shown. Assume n = 0.013 for all pipes. Neglect minor losses. 1. Compute the head loss from A to B in terms of Q. a. 0.056Q2 b. 0.029Q2 c. 0.016Q2 d. 0.096Q2 2. Assuming Q = 12 cfs, compute the head loss of pipe CD. a. 15.78 ft b. 13.02 ft c. 18.56 ft d. 24.56 ft 3. Assuming Q = 12 cfs, compute the total head loss from A to D. a. 47.786 ft b. 56.673 ft c. 89.451 ft d. 32.562 ft
solveeee very very fast in 15 min | I need a clear answer by hand, not by keyboard

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Question 4: Two water reservoirs are connected by galvanized iron pipes. Assume DA=75 mm, DB = 50 mm and h = 10.5 m. The length of both pipes is 100 m. Compare the head losses in pipes A and B. Compute the volume flow rate in each pipe. water h T Pipe A Pipe B