Q6. Absolute vapor pressure of water siphoned is 2.25 kPa. Water is extracted from a reservoir as shown in figure below. Diameter of the pipe is D= 16 cm. (Patm=100 kPa, Ywater 9810 N). Please answer the following questions. (1) ------- Zmax (4) a) Determine the flow rate of the system. b) Determine the maximum elevation of the highest point of the piping system without causing cavitation (Zmax=?).

Q6. Absolute vapor pressure of water siphoned is 2.25 kPa. Water is extracted from a reservoir as shown in figure below. Diameter of the pipe is D= 16 cm. (Patm=100 kPa, Ywater 9810 N). Please answer the following questions. (1) ------- Zmax (4) a) Determine the flow rate of the system. b) Determine the maximum elevation of the highest point of the piping system without causing cavitation (Zmax=?).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Water flows into the atmosphere from a nozzle and strikes a vertical plate as shown in the figure…

A: Diameter of pipe (D1) = 0.3m Area of pipe (A1) = Πd2/4 = 0.0706 m2 Diameter of the nozzle (D2) =…

Q: P1: Oil (S=0.88) is transported through the system as shown below. Find the pressure head difference…

A: P1. Given: Specific gravity of oil is 0.88. The power supplied by the pump to the system is 5 kW.…

Q: Example: A pump take brine solution at a tank and transport it to another in a process plant…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: Darcy Experiment A set-up of Darcy Experiment involves measuring the pressure head at two…

A: Given data Hydraulic head at 1 (h1) = 66cm Hydraulic head at 2 (h2) = 54cm Travel distance (L) =…

Q: 5. For the system shown in figure 12, calculate the: a.) volume flow rate of oil from the nozzle Oil…

Q: (3) An open jet of water at 20 °C exits a nozzle into sea-level air and strikes a stagnation tube,…

A: Consider the free body diagram ; Given data Pressure at section-1 (P1) =110kpa…

Q: A water siphon having a constant inside diame of 3 in. is arranged as shown in the figure below the…

A: Given: Siphon inside diameter = 3 in Friction loss = 0.8v²/2 a = 4ft, h = 12ft Required : Flow rate…

Q: For the hydraulic system shown below. 1- Determine the resistance and discharge of each pipe. CLO1,…

A: Given, PA=100 KPa Head=PA9.81=10.19 m Net head =10.19+40=50.19 m Let head loss in pipe 1 =△h1 Head…

Q: A 2-mm-diameter clean glass tube is inserted in water at 15°C (Figure 1.2). Determine the height…

A: When a tube of very small diameter is immersed in a liquid, then the liquid may be rise or fall…

Q: 6. A water is supplied through the pipe network system as shown below. The reservoir water level…

Q: Water at (20°c) is to be siphoned through a tube (1m) long and (2mm) in diameter, as shown in…

A: Laminar flow occurs when the fluid flows in infinitesimal parallel layers with no disruption between…

Q: Use SGmercury (Hg) = 13.6. a.) If the manometer reads "Rm" 60 mm, find the gage pressure (kPa) at B.…

A: Take the pressure equation from the one end to other…

Q: Water backs up behind a concrete dam as shown in the Figure. Leakage under the foundation gives a…

A: from image F1=γh22w=γc×12×l×hd×γ=γclhdγ2F3=γh+γht2lF2=γht2×htsinθ=γh2t2sinθy1=h3 , y2=ht3sinθ

Q: Water flows steadily downward through the pipe shown in the figure below. Viscous effects are…

Q: The mercury manometer indicates a differential reading of 0.30 m when the pressure in pipe A is…

A: Pressure diffrence has to calcluated

Q: ) A nozzle, which reduces from 45mm to 30mm in diameter, discharges water at a rate of 30 L/s. If…

Q: In a pipeline with a diameter of 500mm, a venturi meter is installed. The ratio of the throat pipe…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Q6. Absolute vapor pressure of water siphoned is 2.25 kPa. Water is extracted from a reservoir as shown in
figure below. Diameter of the pipe is D= 16 cm. (Patm-100 kPa, Ywater-9810 N). Please answer the following
questions.
(1)
Zmax
a) Determine the flow rate of the system.
b) Determine the maximum elevation of the highest point of the piping system without causing
cavitation (Zmax=?).
5 m

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 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, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Problem 2 A pipe is connected to a reservoir and discharges water into air with a nozzle as shown below (note that the diameter in the pipe contracts in the nozzle). Assuming a Darcy friction coefficient f= 0.010 for the pipe head loss, a= 1 at all locations, and negligible component losses: (1) Find the discharge of the system. (2) Find the minimum pressure in the pipe system; and (3) Draw the HGL and EGL. Given: - L = 200 m, L2 = 500 m, D1 = D2 = 0.5 m, Djet = 0.35 m. - Elevation of water in the reservoir: 120 m. Elevation of pipe center at the top of the pipe: 120 m. Elevation of nozzle center: 10 m. Reservoir Top of pipe L1 D1 Water D2 T = 10°C Pipe entrance Nozzle Djet
(Flow through Single Pipes). Determine the flow in each pipe and the pressure at the junction node, D. Assume elevation at Node, D to be 328 feet and friction factor, f, of 0.02 for all pipes. [NOTE: This is a three-part problem]. A B Elevation (ft) Length (ft) 19,680 Diameter (ft) Reservoir Pipe Part A) A 656 AD 3.28 В 590 BD 13,120 2.5 558 CD 29,520 2.5 19,680 13,120 Part B) A 656 AD 3.28 В 574 BD 3.28 CD 29,520 19,680 19,680 492 2.5 Part C) A 656 AD 3.28 В 590 BD 3.28 492 CD 19,680 3.28
Water flows from the ground floor to the third floor in a 4-storey building through a pipe 50 mm in diameter at a rate of 2 L/s and according to the diagram below. The water flows out from the system through a tap with an opening diameter of 15 mm. Q. Calcualte the pressure at point 1
Figure Q1 (a) shows the tank attached with piezometer tubes. The pressure gauge A is 2.3 kPa. The specific weight for the air is 12.0 N/m', the specific weight for gasoline is 6670 N/m³ and the specific weight for the glycerin is 12360 N/m³. Find the elevation level, ZB and Zc of the liquid (in meters) in the open piezometer tubes B and C. A B C 2 m Air 1.5 m Gasoline ZB Zc 1 m Glycerin Figure Q1 (a)
The inverted U-tube manometer contains oil (0.90) and water as shown. If the pressure differential between pipes A and B, is (-5) kPa. Determine the differential reading, h in centimeters.
Design a rapid mix tank for water at 50° F flowing at Q = 4.0 MGD for a typical process train ina drinking water treatment plant. Use a square tank with a depth 1.25 times the width, a designvelocity gradient G = 900 sec−1, and a hydraulic detention time τ = 30 seconds. Specificallydetermine:a. Rapid mix tank dimensions in feet and inches, to the nearest one inch.b. Input water horsepower (hp).c. Impeller rotational speed if a vane-disc impeller is used having a diameter half of the tankwidth and employing six flat blades and a baffled tank.
Water in the reservoir is used to control the water pressure in the pipe at A. Take pHg = 13550 kg/m³ and p = 1000 kg/m³ Neglect the diameter of the pipe. (Eigure 1) Figure AQ B E h 400 mm C 150 mm 100 mm 200 mm Mercury pe he Y Part A If h= 140 mm, determine the gage pressure in the pipe at A when the mercury is at the elevation shown. Express your answer to three significant figures and include the appropriate units. PA 76.8 Submit 4 Provide Feedback kPa CINC Previous Answers Request Answer ? X Incorrect; Try Again; 4 attempts remaining
Show the complete solution for this equation
Please fast only final answer needed
Patm = 10^5, P(water) = 1000 kg/m^3 ; Pair = 1.2 kg/m^3 ; g = 9.8m/s^2gage pressure Pg = P - Patm
For the open tank, with piezometers attached on the side, containing two different immiscible liquids, as shown in Figure 1, find the total pressure at the bottom of the tank. (answer in kPa)
-8.33 -0.12 8.33 (1) 0.12 -L Darcy Experiment A set-up of Darcy Experiment involves measuring the pressure head at two piezometers separated a distance, L. Given the set-up shown, determine the hydraulic gradient if the hydraulic head at (1) is 66 cm, hydraulic head at (2) is 54 cm, and the travel distance is 100 cm. h (2) e - - - -