4. Two tanks are connected by 500 ft of 3-in pipe. The tanks contain an oil with µ = 100 cP and SG=0.85. The level in the first tank is 20 ft above the level in the second, and the pressure in the second is 10 psi greater than the pressure in the first. How much oil is flowing through the pipe? Which way is it flowing?

4. Two tanks are connected by 500 ft of 3-in pipe. The tanks contain an oil with µ = 100 cP and SG=0.85. The level in the first tank is 20 ft above the level in the second, and the pressure in the second is 10 psi greater than the pressure in the first. How much oil is flowing through the pipe? Which way is it flowing?

Name: 4. Two tanks are connected by 500 ft of 3-in pipe. The tanks contain
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: 4. Two tanks are connected by 500 ft of 3-in pipe. The tanks contain an oil with µ = 100 cP andSG=0.85. The level in the first tank is 20 ft above the level in the second, and the pressure in thesecond is 10 psi greater than the pressure in the firs

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

See similar textbooks

Similar questions

I need the answer as soon as possible
For the tank in the figure, calculate the volumetric flow of water, which comes out through a pipe, the tank is sealed and there is a pressure of 140 KPa above the water, the depth is h1=2.5M
Please could you state which formulae you are using before applying it so I can see how the question is answered Thanks
A vertical pipe is shown in figure 1 below. The pipe tapers from 50 mm in diameter to 25 mm in diameter. If 2 liters of water per minute flow upwards through the pipe the pressure difference across the pipe is 35 kPa. Calculate the flow downwards through the pipe if the pressure across the pipe is to be zero. The losses across the pipe are given by h, = K-vi), where v, and v, are the velocities in the 50 mm and 25 mm sections respectively. 2g 50 mm 1.5 m 25 mm Figure 1
A closed cylindrical tank filled with water has a hemispherical dome and is connected to an inverted piping system as shown in the figure below. The liquid in the top part of the piping system has a specific gravity of 0.8, and the remaining parts of the system are filled with water. If the pressure gage reading at point A is 60 kPa, determine (a) the pressure in the pipe at B, and (b) the pressure head, in millimeters of mercury, at point C. 3m 7m C L 3m 2m -B
Higher volumetric efficiency pumps have very lesser slip losses. Select one: True False
1. A U-tube manometer filled with Liquid A is attached to the underside of 4 inch pipe carrying water, as shown in Figure 2. At a point directly above the inclined U-tube manometer tap, the upstream tap of an inverted U tube is located. The inverted-U-tube manometer is filled with a Liquid B. If the P; = 17 psi, determine; (Note: I in (inch) = 25.4 mm, 1 atm = 101.325 kN/m² = 1.01325 bar = 101.325 kPa = 14.7 psi, g =9.81m/s³). (a) the differential manometer reading (psig), and (b) the value of X (inch). Liquid B, SG = 0.5 37 in. 12 in. Water P1. Pz. 4 in. X in. 58 in. 45° Liquid A, SG = 13.6
Q1. A trapezoid-shaped tank used to supply potable water to a small area which includes 8 villas (Figure 1). The tank bottom base is 3 m, while the top base is 5 m. The tank is partially submerged vertically in water so that the top is 1 m above the surface and the bottom is 3 m below the surface. Determine the total force exerted on the trapezoidal wall by the water. Vertical Pipe line from overhear tank Main distribution line Overhead tank Secondary distribution line Villa Villa Valve Villa Villa G.L. Venturimeter Villa Villa Villa Villa Junction Figure 1. Water Supply and Distribution System Q2. The water flows through a horizontal Venturi-meter at section 2 in Figure 1. The inlet and throat diameters are shown in Fig. 2 below. A mercury filled a U-tube manometer connected to the inlet and throat shows a difference in mercury level of 300 mm. The specific gravity of mercury is 13.6. Determine the flow rate, and the difference in pressure between the inlet and throat. Throat Area, AT…
Calculate the X length that can keep the gate closed. The gate is hinged from point A. The pressure is 10 kPa in the pipe A.
A vertical pipe is shown in figure 1 below. The pipe tapers from 50 mm in diameter to 25 mm in diameter. If 2 liters of water per minute flow upwards through the pipe the pressure difference across the pipe is 35 kpa. Calculate the flow downwards through the pipe if the pressure across the pipe is to be zero. The losses across the pipe are given by h1=k((v2) ²-(v1)²)/2g,where v1 and v2 are the velocities in the 50 mm and the 25 mm sections respectively.