**Text:**Water flows from a large, pressurized tank through a 6 in diameter pipe and rises 20 ft above the nozzle (see figure). Determine the pressure in the tank, \( p_t \), and the volumetric flowrate. Assume the flow is steady-state and frictionless, and the kinetic correction coefficient \( \alpha = 1 \).**Diagram Explanation:**The diagram illustrates a large pressurized tank partially filled with water. - The tank has a water level 25 ft above the bottom. - The water flows out through a pipe with a 6 in diameter, bends, and then rises vertically to a height of 20 ft above the nozzle.- The flow exits into the atmosphere at a point 10 ft above the bottom of the tank.- The pressure at the tank surface is labeled \( p_t \) and the atmospheric pressure at the exit point is labeled \( P_{atm} \). This setup is used to determine the pressure inside the tank and the rate at which the water flows through the system under the given conditions.

Answered: Image /qna-images/answer/f1e912c6-4dc6-4fec-a248-d03e001b356b.jpg

Water flows from a large, pressurized tank through a 6 in diameter pipe and rises 20 ft above the nozzle (see figure). Determine the pressure in the tank, pt, and the volumetric flowrate. Assume the flow is steady-state and frictionless, and the kinetic correction coefficient a = 1. Patm Pt 20 ft

Water flows from a large, pressurized tank through a 6 in diameter pipe and rises 20 ft above the nozzle (see figure). Determine the pressure in the tank, pt, and the volumetric flowrate. Assume the flow is steady-state and frictionless, and the kinetic correction coefficient a = 1. Patm Pt 20 ft

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

Related questions

Q: In this system, d = 6 in., D = 12 in., Az₁ = 6 ft, and A5₂ = 12 ft. The discharge of water in the…

Q: Q4. A conical pipe has diameters at the two ends of 0.5 m and 1.5 m and is 15metres long. It is…

Q: Water flows through the pipe contraction shown in the figure below. For the given d=0.11 m…

A: D1 = 0.12 m D2 = 0.04 m d = 0.11 m

Q: Water from a reservoir passes over a dam through a turbine and discharges from a 70-cm ID pipe at a…

A: The diameter of pipe is d=70 cm=0.7 m. The height of reservoir is h=95 m. The power output from…

Q: A pipe reduces it size from 300mm diameter at point 1, to 100mm diameter at point 2. The pressure at…

Q: The system consists of 1200 m of 5 cm cast iron pipe, two 45° and four 90° flanged long-radius…

Q: A reducing elbow as shown in Figure 5.1 is used to turn water flow at a rate of 0.4 m/s in a…

Q: (1) Q.2.A. Blood flows through the branching blood vessels as shown in figure at a rate of 1o lt…

Q: Problem 5.46 The flow of oil through the pipe is 0.041 m³/s. Take Po = 875 kg/m³ Pw 1000 kg/m³.…

Q: A 9-mm diameter jet of water is deflected by a homogeneous rectangular block (14 mm by 220 mm by 120…

A: According to the information, we have a diameter of jet that is 9 m and weighs 4 N. Flow rate can…

Q: Measure the diameter of the pipe next to it, which goes from the discharge nozzle of a pump to the…

Q: Head losses in pipe: 1 to 2: 3.00 m 2 to 3: 9.00 m 3 to 4: 18.00 m 4 to 5: 6.00 m W.S. |ELEV. 140…

A: Given diameter of pipe = 6 in Diameter of jet = 2 in Nozzle loss = 8 % of velocity head

Q: A hose pipe of 75 mm bore and length 450 m is supplied with water at 1.4 MPa. A nozzle at the outlet…

Q: As seen in the figure above, the water is directed downward in the installation with a 25 ° angle…

A: (a) Write the formula for discharge to calculate the velocity at section 1 in the given figure.…

Q: Determine the NPSH available for the system shown. The pump takes water at 30 ° C. The system is…

A: Water temperature, T = 30o C Static head, Hs = 2 m Length of pipe, L = 6 m Pipe diameter, d = 5 cm =…

Q: Oil (Gs = 0.80) flows through pipe A at 200 li/s at elevation 20 m through a 200 mm diameter pipe…

Q: em 1 Problem 1: Water at 20°C flows at a rate of 10 m³/h from Point A to Point B (Fig. 1) through a…

Q: The piping shown in the figure is a parallel-pipe system carrying water at normal temperature.…

A: Given: Q=0.35 m3/sPipe A→lA=4000 m, dA=0.3 mPipe B→lB=2500 m, dB=0.35 mPipe C→lC=3000 m, dC=0.2 m

Q: d D

A: Note:- hete inclination angle for carriage is not given so, I directly find the Net force along the…

Q: The machine C shown in Fig. (3) Is it turbine or pump? What is the water power (kilowatt) associated…

A: Given data, Rate of discharge, Q = 200 lps Q = 0.2 m3/s Pressure at A, PA = 206 KN/m2 = 206 x103 Pa…

Q: 4. The system in Fig. consists of 1200 m (length) of 0.05 m (diameter) cast iron pipe, two 45°…

Q: What water level H must be maintained in the tank as shown in Fig. P. 3.5.20 to deliver a flow rate…

Q: A Pelton wheel develops 750 kW under ahead of 200 m. Its nozzie has a diameter of 10 cm and losses…

A: We have given data: P=750 kW Gross head, Hg=200 m, d=10 cm=0.1 m, Cv=0.98hf=90 Q2 , Q is in m3/s

Q: pipe with 20 mm diameter as shown in Figure Q3. If the pressure at point 1 is P1 kPa. Determine the…

A: since P1 value is not given then assume that P1= gauge pressure at point 1 in kpa. Take density of…

Q: The machine C shown in Fig. (3) Is it turbine or pump? What is the water power (kilowatt) associated…

Q: The flow rate of water through the pipe system shown in the figure is 25 lit/s under the total head…

A: To find :- The total head loss and the diameter of pipeline C. Given:- The flow rate of water is Q =…

Q: Problem 4. (30') Water flows steadily through the reducing elbow shown below. The elbow is smooth…

Q: Determine the velocity and pressure at sections 2 and 3 if water flows steadily through the pipe…

Concept explainers

Free Body Diagram

The system of forces acting on a body tends to either rotate it or make the body undergo motion. In general, when an external agent exerts a force on a body, the body undergoes translational motion and rotational motion. The body has six degrees of freedom under the influence of that force. Here, three degrees of freedom are from the translational motion while the other three are from the rotation motion. However, sometimes the bodies are not allowed to undergo any motion and are fixed, under such conditions the body is said to be constrained.

Question

**Text:**

Water flows from a large, pressurized tank through a 6 in diameter pipe and rises 20 ft above the nozzle (see figure). Determine the pressure in the tank, \( p_t \), and the volumetric flowrate. Assume the flow is steady-state and frictionless, and the kinetic correction coefficient \( \alpha = 1 \).

**Diagram Explanation:**

The diagram illustrates a large pressurized tank partially filled with water.

- The tank has a water level 25 ft above the bottom.
- The water flows out through a pipe with a 6 in diameter, bends, and then rises vertically to a height of 20 ft above the nozzle.
- The flow exits into the atmosphere at a point 10 ft above the bottom of the tank.
- The pressure at the tank surface is labeled \( p_t \) and the atmospheric pressure at the exit point is labeled \( P_{atm} \).

This setup is used to determine the pressure inside the tank and the rate at which the water flows through the system under the given conditions.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Question is a fluid mechanics
A pipe carrying water tapers from 300 mm diameter to 150 mm diameter. Section l is 8 m and Section 2 is 3 m above the reference line. The pressure at section 1 is 2 MPa and at section 2 is 0.5 MPa, both are above atmospheric pressure. The discharge is 2.4 m3/min. Find i. The head loss between section 1 and 2 by using Bernoulli's equation ii. Difference of kinetic heads between section 1 and section 2 /// 7//// / ! // Q=2.4 m³/min 8 m 3 m Reference line P-2 Мра =300 mm P-0.5 Мра D=150 mm
I need the answer as soon as possible
Two tanks A and B are connected by a pipe 30 m long. The first 21 m has a diameter of 75 mm and then is suddenly reduced to 50 mm for the next 9 m. The difference of levels between the tank water levels is 2.40 m. Pipe coefficient f=0.005 and the contraction coefficient at sudden change in area is 0.58. Find all the losses, in terms of velocity v2 at exit from the 50 mm2pipe and hence find rate of flow. Draw the Hydraulic gradient line.
2. A pipe 120 mm bore diameter carries water with a head of 3 m. The pipe descends 12 m in altitude and reduces to 80 mm bore diameter. The pressure head at this point is 13 m. The density is 1000 kg/m3. Assuming no losses, determine i. The velocity in the small pipe (7 m/s) ii. The volume flow rate. (35 dm³/s)
Please don't copy the answer from the online pdf. I need explanation+diagram
Water flows through a horizontal pipe with a cross section area of 4 m2 at a speed of 5 m/s with a pressure of 3000 Pa at point A. at point B the cross section area is 2 m2. Find (a) speed of water at point B? (b) Calculate the pressure at point B. make a graphic presentation of the problem.
PROBLEM 5: In Lake Geneva (Switzerland), there is a water jet (called the Jet d’Eau) that is discharged 130 m straight upward (measured from the surface of the lake). The exit of the discharge pipe is 20 cm in diameter.
As seen in the figure above, the water is directed downward in the installation with a 25 ° narrowing elbow in a piping system with a volumetric flow of 0.025 m3 / s. Effective pressure at 1 point is measured as 2 bar. Calculate (a) the effective pressure at point 2 (b) the x and y components of the force required to hold the elbow in place and the resultant force in the case where the flow is frictionless and gravitational effects are neglected. (pwater=1000 kg/m3, g=9.81m/s2)
Ethyl alcohol flows in the pipe as shown in Figure below of specific weight 19 lb/ft^ 3 . What is the mass flow rate? If viscous effects are neglectedTake the specific weight for mercury equal to 846 and for water equal to 62.4 at 68 F