/*! This file is auto-generated */ .wp-block-button__link{color:#fff;background-color:#32373c;border-radius:9999px;box-shadow:none;text-decoration:none;padding:calc(.667em + 2px) calc(1.333em + 2px);font-size:1.125em}.wp-block-file__button{background:#32373c;color:#fff;text-decoration:none} Problem 117 A Venturi meter installed along ... [FREE SOLUTION] | 91影视

91影视

A Venturi meter installed along a water pipe consists of a convergent section, a constant-area throat, and a divergent section. The pipe diameter is \(D=100 \mathrm{mm},\) and the throat diameter is \(d=50 \mathrm{mm}\). Find the net fluid force acting on the convergent section if the water pressure in the pipe is \(200 \mathrm{kPa}(\text { gage })\) and the flow rate is \(1000 \mathrm{L} / \mathrm{min}\). For this analysis, neglect viscous effects.

Short Answer

Expert verified
The net fluid force acting on the convergent section is 376.99 N.

Step by step solution

01

Conversion

Firstly, convert the flow rate from liters per minute to cubic meters per second: \(Q = 1000 \, L/min = \frac{1000}{1000} \, m^3/min = \frac{1}{60} \, m^3/sec = 0.01667 \, m^3/sec\)
02

Calculation of velocities

Calculate the velocities in the pipe and in the throat using the formula: \(V = \frac{Q}{A}\), where \(A = 蟺/4 \, D^2\) is the cross-section area, D is the diameter and Q is the flow rate. So, \(V1 = \frac{Q}{A1} = \frac{0.01667 \, m^3/sec}{蟺/4 \, (0.1 \, m)^2} = 0.67 \, m/sec\) in the pipe, and \(V2 = \frac{Q}{A2} = \frac{0.01667 \, m^3/sec}{蟺/4 \, (0.05 \, m)^2} = 2.68 \, m/sec\) in the throat.
03

Use Bernoulli鈥檚 theorem

According to Bernoulli's theorem, the pressure in the throat is given by: \(P2 = P1 + \frac{1}{2} \, 蟻 \, (V1^2 - V2^2)\)Substituting the values, \(P2 = 200 \, kPa + \frac{1}{2} \, 1000 \, kg/m^3 \, (0.67^2 - 2.68^2) \, kPa = 152 \, kPa\)
04

Net Fluid Force

The net fluid force acting on the convergent section is the difference in pressures times the area: \(F = (P1 - P2) \, A1\)Substituting the values, \(F = (200 kPa - 152 kPa) \, 蟺/4 \, (0.1m)^2 = 376.99 N\)

Unlock Step-by-Step Solutions & Ace Your Exams!

  • Full Textbook Solutions

    Get detailed explanations and key concepts

  • Unlimited Al creation

    Al flashcards, explanations, exams and more...

  • Ads-free access

    To over 500 millions flashcards

  • Money-back guarantee

    We refund you if you fail your exam.

Over 30 million students worldwide already upgrade their learning with 91影视!

One App. One Place for Learning.

All the tools & learning materials you need for study success - in one app.

Get started for free

Most popular questions from this chapter

A classroom demonstration of linear momentum is planned, using a water-jet propulsion system for a cart traveling on a horizontal linear air track. The track is \(5 \mathrm{m}\) long, and the cart mass is 155 g. The objective of the design is to obtain the best performance for the cart, using 1 L of water contained in an open cylindrical tank made from plastic sheet with density of \(0.0819 \mathrm{g} / \mathrm{cm}^{2}\). For stability, the maximum height of the water tank cannot exceed \(0.5 \mathrm{m}\). The diameter of the smoothly rounded water jet may not exceed 10 percent of the tank diameter. Determine the best dimensions for the tank and the water jet by modeling the system performance. Using a numerical method such as the Euler method (see Section 5.5 ), plot acceleration, velocity, and distance as functions of time. Find the optimum dimensions of the water tank and jet opening from the tank. Discuss the limitations on your anaIysis. Discuss how the assumptions affect the predicted performance of the cart. Would the actual performance of the cart be better or worse than predicted? Why? What factors account for the difference(s)?

A uniform jet of water leaves a 15 -mm-diameter nozzle and flows directly downward. The jet speed at the nozzle exit plane is \(2.5 \mathrm{m} / \mathrm{s}\). The jet impinges on a horizontal disk and flows radially outward in a flat sheet. Obtain a general expression for the velocity the liquid stream would reach at the level of the disk. Develop an expression for the force required to hold the disk stationary, neglecting the mass of the disk and water sheet. Evaluate for \(h=3 \mathrm{m}\).

Design a clepsydra (Egyptian water clock) a vessel from which water drains by gravity through a hole in the bottom and which indicates time by the level of the remaining water. Specify the dimensions of the vessel and the size of the drain hole; indicate the amount of water needed to fill the vessel and the interval at which it must be filled. Plot the vessel radius as a function of elevation.

Water enters a wide, flat channel of height \(2 h\) with a uniform velocity of \(2.5 \mathrm{m} / \mathrm{s}\). At the channel outlet the velocity distribution is given by \\[ \frac{u}{u_{\max }}=1-\left(\frac{y}{h}\right)^{2} \\] where \(y\) is measured from the centerline of the channel. Determine the exit centerline velocity, \(u_{\max }\)

You are making beer. The first step is filling the glass carboy with the liquid wort. The internal diameter of the carboy is 15 in., and you wish to fill it up to a depth of 2 ft. If your wort is drawn from the kettle using a siphon process that flows at 3 gpm, how long will it take to fill?

See all solutions

Recommended explanations on Physics Textbooks

View all explanations

What do you think about this solution?

We value your feedback to improve our textbook solutions.

Study anywhere. Anytime. Across all devices.