Question

Suppose that a tank containing a certain liquid has an outlet near the bottom. Let h(t) denote the height of the liquids surface above the outlet. Torricellis principle states that the outflow velocity v at the outlet is equal to the velocity of a particle falling freely (with no drag) from the height h (a) Show that v2gh, where g is the acceleration due to gravity. (b) By equating the rate of outflow to the rate of change of liquid in the tank, show that h(t) satisfies the equation dh dt where A(h) is the area of the cross section of the tank at height h and a is the area of the outlet. The constant α is a contraction coefficient that accounts for the observed fact that the cross section of the (smooth) outflow stream is smaller than a. The value of a for water is about 0.6 c) Consider a water tank in the form of a right circular cylinder that is 3m high above the outlet. The radius of the tank is 1m and the radius of the circular outlet is 0.1m If the tank is initially full of water, determine how long it takes to drain the tank down to the level of the outlet

0 0
Add a comment Improve this question Transcribed image text
Answer #1

Le. A>>ム 係1。 dh h-dh dt 치。

Add a comment
Know the answer?
Add Answer to:
Suppose that a tank containing a certain liquid has an outlet near the bottom. Let h(t)...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions
  • Suppose a conical tank (think of an ice cream cone, point down) has a capacity of...

    Suppose a conical tank (think of an ice cream cone, point down) has a capacity of 7 gallons, and that 3 gallons of water are in it already. Water is added at a rate of 6 gallons per minute, but the cone springs a leak near its tip after 10 seconds. Water exits the tank at a rate determined by Torricelli's Law, v2gh (where v is the linear velocity of the water, g the acceleration due to gravity, and h...

  • Assume that the shape of the dispensers are surfaces of revolution so that A(h)=π[r(h)]²

    Designing a Drip Dispenser for a Hydrology ExperimentIn order to make laboratory measurements of water filtration and saturation rates in various types of soils under the condition of steady rainfall, a hydrologist wishes to design drip dispensing containers in such a way that the water drips out at a nearly constant rate. The containers are supported above glass cylinders that contain the soil samples (Figure 2.P.1). The hydrologist elects to use the following differential equation, based on Torricelli's principle to...

  • I only want the answer for No 2 Note: The time it takes to get a two-liter bottle empty is given in the picture I only...

    I only want the answer for No 2 Note: The time it takes to get a two-liter bottle empty is given in the picture I only want the answer for No 2 Let h(t) and V(t) be the height and volume of water in a tank at time t. If water drains through a hole with area a at the bottom of the tank, then Torricelli's Law says that dV dt where g is the acceleration due to gravity. So...

  • (2) The work required to pump the fluid from a tank (between a units and b...

    (2) The work required to pump the fluid from a tank (between a units and b units above the bottom of a tank) of constant mass-density p out to a height h above the bottom of the tank is given by W- pg(cross-sectional area at y)(distance fluid at y needs to be lifted) dy where g is the acceleration due to gravity and y is the distance from bottom of the tank. Note: Water has a mass-density of p 10...

  • .Emergency Coolant Injection from an Accumulator Tank (8 marks) Consider an accumulator tank with a cross sectional area of A,-10m, and a height of H-6m, initially filled with 5m of water as show...

    .Emergency Coolant Injection from an Accumulator Tank (8 marks) Consider an accumulator tank with a cross sectional area of A,-10m, and a height of H-6m, initially filled with 5m of water as shown in the figure. The top of the tank is closed and filled with air at an initial pressure of P, 1,101 kPa At time -Os, the water starts to discharge from an opening at the bottom of the tank with an opening area of A2 0.001m2. The...

  • L 2. Steady statemass balance: Water is flowing at steady state in a 0.1 meter-diameter pipe...

    L 2. Steady statemass balance: Water is flowing at steady state in a 0.1 meter-diameter pipe with a maximum velocity (turbulent profile) of 0.3 meters/sec. The pipe then goes through an expansion, to where it is then flowing in a 0.5 meter-diameter pipe, and the flow regime has changed from turbulent to laminar. In the second section of pipe, calculate the velocity as (a) block flow profile (Vavg), and (b) maximum velocity in laminar flow profile? HINT: you will need...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT