A) Water at 70 °C flows up a 50-ft-long conical pipe with its centerline sloping at 5° to the horizontal, as shown in figure (1). At its lower end the diameter is 24 in, the water pressure is 15 psi; at its upper; outlet end the diameter is 18 in and the water pressure is 12.5 psi. By a method, the shear stress found to be 0.25 Ib/ft. Assuming this value to be non-varying, calculate the flow rate. given = 62.30 lb/ft³ India 12.0 feft 3₂-0.1546/4² pei

A) Water at 70 °C flows up a 50-ft-long conical pipe with its centerline sloping at 5° to the horizontal, as shown in figure (1). At its lower end the diameter is 24 in, the water pressure is 15 psi; at its upper; outlet end the diameter is 18 in and the water pressure is 12.5 psi. By a method, the shear stress found to be 0.25 Ib/ft. Assuming this value to be non-varying, calculate the flow rate. given = 62.30 lb/ft³ India 12.0 feft 3₂-0.1546/4² pei

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Question

A) Water at 70 °C flows up a 50-ft-long conical pipe with its centerline sloping at 5° to the horizontal, as
shown in figure (1). At its lower end the diameter is 24 in, the water pressure is 15 psi; at its upper; outlet
end the diameter is 18 in and the water pressure is 12.5 psi. By a method, the shear stress found to be 0.25
Ib/ft². Assuming this value to be non-varying, calculate the flow rate. given = 62.30 lb/ft³
In
12.5 p
24h in die
15 pe
3-0.15 /
Figure (1)

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A) Water at 70 °C flows up a 50-ft-long conical pipe with its centerline sloping at 5° to the horizontal, as shown in figure (1). At its lower end the diameter is 24 in, the water pressure is 15 psi; at its upper; outlet end the diameter is 18 in and the water pressure is 12.5 psi. By a method, the shear stress found to be 0.25 lb/ft². Assuming this value to be non-varying, calculate the flow rate. given = 62.30 lb/ft³ 18 in dia 12.6 pri 24 in de 15 pri 76-0.25 16/4² Figure (1)
A) Water at 70 °C flows up a 50-ft-long conical pipe with its centerline sloping at 5° to the horizontal, as shown in figure (1). At its lower end the diameter is 24 in, the water pressure is 15 psi; at its upper; outlet end the diameter is 18 in and the water pressure is 12.5 psi. By a method, the shear stress found to be 0.25 lb/ft². Assuming this value to be non-varying, calculate the flow rate. given = 62.30 lb/ft³. 18 in dia so ft. 7₂-0.95 16/4t 24 in die 15 psi Figure (1) 12.6 pri
I need answers to F and p2 and c'
Fluid flowing horizontally at 100gpm from a 2-in-diameter pipe to a 1-in-diameter pipe asshown in Figure. If the pressure at point 1 is 10 psi, find the pressure at point 2. Thespecific gravity of the fluid is 0.9.
Please solve it for me.
SOLVE STEP BY STEP DONT USE AI DONT USE CHAT GPT The conduit in the figure has a diameter of 3 cm and is made of cast iron (>= 0.26 mm). The fluid being transported is an oil with (p = 886 kg/m3) and (μ = 823 cp). For the given pressure data, determine (a) whether the flow is ascending or descending and (b) the flow rate being handled. Consider that friction losses are NOT negligible. P= 180 kPa 15 m 37° 20 m P₁ = 500 kPa
The option that true
Water (at 20C) flows through a pipeline connected in series, as shown in the Figure. The construction material of the pipes is commercial steel. Diameters of the first and second pipe are 1¼ inch nominal (42.4/3.25 mm) and ¾ inch nominal(26.9/2.65 mm), respectively. No elevation difference exits in the system. If the pressures at point A and at point B are 12.63 mWH absolute and 10.33 mWH absolute, respectively, what is the volumetric flow rate in the pipeline? Neglect the contraction losses in the connection of two pipes.Note: Friction factor must be found from MOODY DIAGRAM. For simplification in the reading of Moody diagram, take relative roughness of each pipe as: E/D1=0.001 and E/D2=0.002Figure Q2.1. Schematic illustration of the series-connected pipeline system.Figure Q2.2. Moody diagram
What’s the answer for this please ?
Answer the attached file
Q3/ Water is flowing upwards in an inclined homogeneous pipe from point No. (1) to point No. (2). The following data is available:- 1- Length of pipe, L= 1400 (m). 2- Diameter of pipe, d= 0.25 (m). 3- Elevation of point No. (1) is 15 (m) above the Reference line and elevation of point No. (2) is 30 (m) above the Reference line. 4- Piezometric head at point No. (1), hi= 61.16 ( m of water height). 5- Piezometric head at point No. (2), h2= 20.39 (m of water height). 6- Friction coefficient f=0.02 and hL=zero Find: 1- Head loss of water flow in the pipe from point No.(1) to point No.(2) due to friction hf. 2- Water flow rate Q and flow velocity v in the pipe. Draw the H.G.L. of water flow in the pipe from point No. (1) to point No. (2).
I think answer is 245. But don't Copy the Answer. Urgent