60 kpaQ.2. Oil flows steadily through the pipe shownin Figure. If the flux through the pipe is 350liters per second, then determine the totalenergy at point A and point B? Which one is thelargest? Comment on whether the results areacceptable or non-acceptable? (Specific gravityof oil = 0.95 and the density of water = 1000kg/m³)A.40 cm4 m100 kpa35 emf80 Q.3. Water (assumed inviscid and incompressible) flows 5")steadily in the vertical variable-area pipe shown in figure.Find the volumetric flowrate of water through the ventureA•meter?-11"13"mereury

Given Data, Soil = Specific density of oil = 0.95 ρoil= Density of oil = 950 Kg/m3 Q = Flow rate of…

60 kpa Q.2. Oil flows steadily through the pipe shown in Figure. If the flux through the pipe is 350 liters per second, then determine the total energy at point A and point B? Which one is the largest? Comment on whether the results are acceptable or non-acceptable? (Specific gravity of oil -40 cm 4 m 100 kpa = 0.95 and the density of water = 1000 B. kg/m³) 35 em 80

60 kpa Q.2. Oil flows steadily through the pipe shown in Figure. If the flux through the pipe is 350 liters per second, then determine the total energy at point A and point B? Which one is the largest? Comment on whether the results are acceptable or non-acceptable? (Specific gravity of oil -40 cm 4 m 100 kpa = 0.95 and the density of water = 1000 B. kg/m³) 35 em 80

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

a fan draws 1.42m3 per second of air at a static pressure of 2.54 cm of water through a duct 300 mm diameter and discharges it through a duct of 275 mm diameter. Determine the static fan efficiency if total fan is 75% and air is measured at 25 degree celsius and 760 mm Hg
Using the situation below, how would I determine the net resultant force exerted on the reducer by the water? In this situation, water is flowing horizontally in a pipe that has a diameter of 25cm. This water is flowing at 8 m/s and at 300 kPa gage it enters a 90 degree bend reducing section. This bend reducing section is connected to a vertical pipe that has a diamater of 15cm. Moreover, the inlet of the bend is 45 cm above the exit. Here, fricition and gravity are negligible and the momentum flux correction factor is 1.04.
Please indicate the given and illustration A steel pipe, 3.5 km long x 80 cm diameter x 1 cm wall thickness, conveys water at the rate of 1.75 m3/s. Determine the increase in pressure when a valve provided at the downstream end of the pipe is closed instantaneously. Consider pipe to be elastic and take bulk modulus of water K = 2x109 N/m2; Modulus of elasticity of steel E = 2x1011 N/m2. After determining the surge of pressure in the pipe, compute the following: A) The Longitudinal Stress of the Pipe in Pascal. B) The Circumferential Stress of the Pipe in Pascal.
Water flows through a garden hose at a rate of 1 l/s. The upstream diameter of the hose is 2.5 cm, and the nozzle outlet has a diameter of 1 cm. Determine the upstream pressure (gage pressure).
A 12′′ pipe line carries oil of specific gravity 0.811 at a velocity of 80.0 ft/sec. At points A and B, measurements of pressure and elevation were 52.6 psi and 100.0 ft and 42.0 psi and 110.0 ft,respectively. For steady flow, find the lost head between A and B. indicate the free body diagram
(Q29) A horizontal pipe of diameter 550 mm is suddenly contracted to a diameter of 300 mm. The pressure intensity in large pipe is given as 14 N/cm2 and the flow velocity in the larger pipe is 2 m/s. Find:- (a) The rate of flow of water through a horizontal pipe. (b) Loss of head due to sudden contraction. (c) Pressure intensity in smaller pipe.
Topics: Fundamental of fluid flow Water flows upwards in a vertical pipeline of gradually varyingsection from point 1 to point 2, which is 1.5m above point 1, at the rate of0.9m^3/s. At section 1 the pipe diameter is 0.5m and pressure is 800 kPa. Ifpressure at section 2 is 600 kPa, determine the pipe diameter at that location.Neglect losses.
C2. A conical tube is fixed vertically with its smaller end upwards and it forms a part of the pipeline. The diameter at the smaller end is 245 mm and at the larger end is 467 mm. The length of the conical tube is 1.8 m and the flow rate of the oil is 128 liters/s. The pressure at the smaller end is equivalent to a head of 9.7 m of oil. Considering the following two cases: (1) Neglecting friction, (without head loss) determine (i) the velocity at the smaller end in m/s, (ii) the velocity at the larger end in m/s, and (iii) the pressure at the larger end of the tube. (2) If a head loss (with head loss) in the tube is hL= 0.0153(V1-V2)2, where V1 is the velocity at the smaller end and V2 is the velocity at the larger end, determine (iv) the head loss in m of oil and (v) the pressure at the larger end of the tube.
1. Water flows through a venturi meter. At the constricted section where the area is 24cm², the pressure is 10.2N/cm², and at the section where the area is 64cm², the pressure is 18.0N/cm². Determine the velocities of water in the larger and smaller pipes and the rate of flow. 2. Why is a water tower generally placed on top of a hill? If the hill is 50m high, can it supply water to the top of a 100-m tal officebbuilding? If not, how does water get to that floor?.
Water flows upwards in a vertical pipeline of gradually varying section from point 1 to point 2, which is 1.5m above point 1, at the rate of 0.9m^3/s. At section 1 the pipe diameter is 0.5m and pressure is 800 kPa. If pressure at section 2 is 600 kPa, determine the pipe diameter at that location. Neglect losses
a) Two pipes have a length ? each. One of them has a diameter D, and the other a diameter d.if the pipes are arranged in parallel, the loss of head when a total quantity of water Q flows through them is h, but, if the pipes are arranged in series and the same quantity Q flows through them, the loss of head is H. If ?=?/2, find the ratio of H to h, neglecting secondary losses and assuming the pipe coefficient f has a constant value. b) A pipeline of 0.6m diameter is 1.5km long.To increase the discharge, another line of the same diameter is introduced parallel to the first in the second half of the length.Neglecting minor losses, find the increase in discharge if 4f = 0.04. The head at inlet is 300mm. c) Determine the difference in the elevations between the water surfaces in the two tanks which are connected by a horizontal pipe of diameter 300 mm and a length of 400 mm. The rate of flow of water through the pipe is 300 litres/s. Consider all losses and takef=0.008. d) Water at 20°C is…
Water (@ 45°C) is flowing in a horizontal pipe with an increasing cross-sectional area. The measured pressure drop in the piper is 4.1 psia. If the cross-sectional area at the exit of the pipe is 2x the cross-sectional area at the entrance, what is the V of the water as it enters the pipe? Assume that frictional losses are negligible .