a) When oil (p=850 kg/m³) flows through a 5 cm diameter horizontal pipe of 12 mlength at a velocity of 1.2 m/s a pressure difference of 5000 N/m² is recorded.i) Assuming laminar flow calculate the viscosity of the liquid.ii) Check that the assumption of laminar flow is validb) Air (p=1.287 kg/m³) flows into a jet engine of diameter 1.2 m as shown in FigureQ4b at a velocity of 90 m/s. Upon landing, the engine exhaust exits through thereverse thrust mechanism with a speed of 275 m/s symmetrically in the directionsindicated. Assume that the inlet and outlet pressures are atmospheric and that themass flow rate of fuel is negligible compared to the air flow rate through the engine.i) Determine the x and y velocity components of the exhaust leaving the engineii) Evaluate the horizontal and vertical forces experienced by the engineC3=275 m/s(3)C1=90 m/s1.2 m diameter(1) 30 degree(2)C2=275 m/sFigure Q4b

Answered: Image /qna-images/answer/26a9f655-01db-4851-b05a-2d42bffb4e82.jpg

a) When oil (p=850 kg/m³) flows through a 5 cm diameter horizontal pipe of 12 m length at a velocity of 1.2 m/s a pressure difference of 5000 N/m² is recorded. i) Assuming laminar flow calculate the viscosity of the liquid. ii) Check that the assumption of laminar flow is valid

a) When oil (p=850 kg/m³) flows through a 5 cm diameter horizontal pipe of 12 m length at a velocity of 1.2 m/s a pressure difference of 5000 N/m² is recorded. i) Assuming laminar flow calculate the viscosity of the liquid. ii) Check that the assumption of laminar flow is valid

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: A fluid with unit weight of 6.67 kN/m² flows, from a 0.3 m diameter pipe inside of which the…

A: The unit weight is γ=6.67 kN/m3. The pressures are P1=300 kPa, and P2=120 kPa. Apply the continuity…

Q: Water injection is carried out in a 50 ft thick, 300 ft wide, and 400 ft long grid block (much like…

A: Given:- Water injection is carried out in a 50 ft thick, 300 ft wide, and 400 ft long grid block…

Q: (b) A well penetrates an unconfined aquifer. The water level in the well prior to pumping was 14 m.…

A: Step 1

Q: A Sluice gate is a device that is fitted in a sluice or fluid canal to operate and control the fluid…

A: The given data is: Dimensions of sluice gate are: Breadth (B) = 8 m Depth (d) = 6 m Oil Density…

Q: Example 10: An engineering in PVC pipe factory wishes to select a pipe bearing pressure in the…

A: μ(mean) =120 σ(standard deviation) = 8

Q: For the closed tank with Bourdon-tube gages tapped into it, what is the specific gravity of the oil…

A: Given, closed tank with Bourdon-tube gages PA = 50 kPa PB = 58.53 kPa PC =? Specific gravity =? T…

Q: a pipeline carrying oil under a head of 135 m. is horizontally submerged in water to a depth of 2 m.…

A: The stress which is exerted on the radius of the pipe or circumferentially is know as hoop stress.…

Q: Uniform, and Non- uniform flow

A: uniform flow= when parameters of fluid like velocity and depth etc. won't change with space at any…

Q: 1. Oil is placed inside a closed container, but it is not filled to the top. The vacant area above…

Q: Problem H: For Problem 28 to 29. In a constant head permeability test the following are given L= 250…

A: Determine head h and discharge velocity V?

Q: Q2. Oil with an absolute viscosity of 0.125 N.s/m² and a density of 890 kg/m' is flowing in a 16.5…

A: Given data Dynamic viscosity Density Diameter Discharge. We will first find is it a laminar or…

Q: A time independent non Newtonian fluid of density 0,00085kg/cm3 flows in a cylindrical pipe with a…

A: Given, ρ = 0.00085 kg/cm3 or 850 kg/m3 V = 1.70 m/s L = 3m D = 0.075 m K = 1.52 N s0.3 /m2 n =…

Q: (b) A well penetrates an unconfined aquifer. The water level in the well prior to pumping was 14 m.…

A: Hydraulic conductivity: The measure of the ability of material for the transmission of fluid through…

Q: (b) A well penetrates an unconfined aquifer. The water level in the well prior to pumping was 14 m.…

Q: Flow rate of a fluid (density = 1000 kg/m³) in a small diameter tube is 800 mm³/s. The length and…

A: Given:Density of the fluidρ=1000 Kg/m3DischargeQ=800 m3/sQ=800×10-9 m3/sLength of the tube(L)=2…

Q: Estimate the maximum water hammer pressure generated in a rigid pipe of a 3 m dia pipe with an…

A: We have to determine the value of maximum water hammer pressure in rigid pipe of a 3 m diameter pipe…

Q: In a vertical pipe conveying oil of specific gravity 0.8, two pressure gauges have been installed at…

Q: head lost in the pipe is 30 m and the Reynolds number is 1800. a. What is the friction factor f? b.…

A: Given- head loss = 30 m L = 20 m Re = 1800

Q: If I m head of water = 10 kPa and 1 atm = 100 kPa, vapour pressure of water at 20°C = 2.5 kPa, at…

Q: Real liquid (y = 10 kN/m3) is flowing laminar in a pipe at a steady rate, but the direction of flow…

A: Given:- The unit weight of the liquid = 10 kN/m3 The liquid viscosity = 3×10-3 N.s/m2 The diameter…

Q: The discharge (Q) through a horizontal pipe is depend upon the pressure drop per unit length(AP) the…

Q: Consider steady frictionless flow over a bump of height ∆z in a horizontal channel of constant width…

A: Consider a horizontal friction less rectangular channel of width 'b' carrying discharge Q at depth…

Q: 4. A settling chamber is to be 2 m wide, 7 m high, 13 m long and has 10 trays, including the bottom…

A: Given, L = 13 m B = 2 m H = 7 m n = 10

Q: Cylindrical tank 4 m in diameter, 6 m high constain liquids, 1.5 m depth of water, 2 m depth of…

A: P=ρgh P at the bottom of tank P=ρ1gh1+ρ2gh2+ρ3gh3 =1000*9.81*1.5+1220*9.81*2+880*9.81*1.5…

Q: . An open tank contains water to a depth of 2.5 m and an oil of relative density 1.25 to a depth of…

A: Solution Draw the Diagram

Q: An ideal fluid with y = 8825 N/m flows in the vertical circular pipe represented below. The flow…

Q: Pressure gage B is to measure the pressure at point A in a water fiow (Figure 3). If the pressure at…

A: Given:- temperature of fluids=20 degree Celsius To find:- pressure at A in kPa

Q: A capillary tube of inside diameter 6 mm connects tan A and open container B, as shown in the…

Q: Flow of a liquid in a smooth 3 cm pipe yields a head loss of 2 m per meter of pipe length when the…

A: Given- a pipe carrying a liquid with the mean velocity of 1m/s. Required- to find friction…

Q: Oil having sp. gr. of 0.9 and viscosity v = 0.0002 m/s flows upward through an inclined pipe as…

A: h= 10 sin40 = 6.427 mApplying Bernoulli's equation at (1) and (2)P1ρg+v122g+z1=…

Q: Problem No. 1 November 2016 Board Exam Question An open tank contains 5m deep of liquid having unit…

A: Since , you have asked Multiple questions We will solve the first question. Kindly repost the…

Q: (b) An oil having viscosity 0.08 Ns/m2, specific weight 8829 N/m2, density 900 kg/m' and flows at…

Q: Water is flowing with flow rate 28 liter/s in a 100 mm diameter concrete lining centrifugally spun…

A: The given data is: Q=28 lit/sec=28*10-3 m3/s Diameter of pipe, D=100 mm=0.1 m Length of pipe between…

Q: The pipe diameter is 800mm. The ultrasonic measurements recorded are: = 5.0 m/s Pipe centerline…

Q: A fluid with unit weight of 6.67 kN/m' flows, from a 0.3 m diameter pipe inside of which the…

A: The given data is: Unit weight of fluid=6.67 kN/m3 inside diameter pressure=300 kPa outside diameter…

Q: For the closed tank with Bourdon-tube gages tapped into it, what is the specific gravity of the oil…

A: The figure is shown below, Calculation: The pressure at gauge B can be calculated as,…

Q: A pressure gage at elevation 12 m at the side of the tank containing liquid reads 100 kPa. Another…

Q: Figure Q1 shows an internal piping system of a building. The pipe is uPVC of total length 35 m. The…

Q: C-A 30-cm diameter well completely penetrates a confined aquifer of permeability 45 m/day and…

Q: two reservoirs are connected by a cast iron pipe (roughness of 0.025 mm) with 75 mm in diameter and…

A: Roughness n=0.025 mmrelative roughness nD=0.02575=0.00033friction factor for relative roughness…

Q: Problem 9 - 36 The pipe bend shown is in a horizontal plane. A fluid weighing 8.615 kN/m enters the…

A: find the force required to hold the bend in place.

Q: Oil of viscosity 0.1 Pa.s and specific gravity 0.90, flows through a horizontal pipe of 25 mm…

Q: Consider a horizontal 20 mm diameter pipe section of length 300 mm transporting SAE 10W oil at 20°C.…

A: Given data Diameter Discharge Length Oil Manometric fluid

Q: An oil with p-900 kg/m and v= 0.0002 m/s flows upward through an inclined pipe as shown in Fig.…

A: Given Density of oil =900kg/m3 Kinematic viscosity of oil=0.0002m3/s D=6cm L=10m P1=350kpa P2=250kpa

Q: The pipe bend shown is in a horizontal plane. Oil with a specific gravity of 0.86 enters the…

Q: 7. An open tank contains 1 m deep water with 50 cm depth of oil of specific gravity 0.8 above it.…

A: Given data- depth of water hw=1 mdepth of oil ho=50 cm=0.50 mSG of oil=0.8To Find-Pressure at the…

Q: A fluid of dynamic viscosity 2 x 10 kg/ms and density 1 kg/m² flows with an average velocity of 1…

A: Given data- Dynamic viscosity- μ=2×10-5 kg/m-s,Vavg=1 m/s,Length L=1 m,Size = 25 mm×15 mm, To Find-…

Q: A hydraulic ram 320 mm in diameter and 1.4 m long moves wholly within a concentric cylinder 320.4 mm…

Q: (b) Oil of density 850 kg/m² and viscosity 5 x 10* Nsm² , flows along a horizontal 4m length of…

A: Given data in question Discharge = 2 l/sec Diameter = 19 mm Dynamic viscosity 5×10-3 Length 4 m…

Concept explainers

Field applications of hydraulic conductivity

Hydraulic conductivity is one of the hydraulic properties of soil defined as a measurement of the ability of a porous medium to permit water movement or fluid flow through it. It is denoted by the letter K. It is influenced by the density and viscosity of the fluid. It is also called permeability. Hydraulic conductivity is defined as the ratio of velocity to the hydraulic gradient. The different methods used to determine the hydraulic conductivity are laboratory methods (constant head permeability tests and falling head tests), in-situ field methods (pumping in and pumping out tests), small scale field tests (infiltration tests and slug tests), and indirect methods such as estimation from grain size, consolidation test data, and horizontal capillary test. The pedotransfer function (PTF) method is a specific empirical estimating approach employed in the soil sciences is also used to determine the hydraulic conductivity of the soil.

Question

a) When oil (p=850 kg/m³) flows through a 5 cm diameter horizontal pipe of 12 m
length at a velocity of 1.2 m/s a pressure difference of 5000 N/m² is recorded.
i) Assuming laminar flow calculate the viscosity of the liquid.
ii) Check that the assumption of laminar flow is valid
b) Air (p=1.287 kg/m³) flows into a jet engine of diameter 1.2 m as shown in Figure
Q4b at a velocity of 90 m/s. Upon landing, the engine exhaust exits through the
reverse thrust mechanism with a speed of 275 m/s symmetrically in the directions
indicated. Assume that the inlet and outlet pressures are atmospheric and that the
mass flow rate of fuel is negligible compared to the air flow rate through the engine.
i) Determine the x and y velocity components of the exhaust leaving the engine
ii) Evaluate the horizontal and vertical forces experienced by the engine
C3=275 m/s
(3)
C1=90 m/s
1.2 m diameter
(1) 30 degree
(2)
C2=275 m/s
Figure Q4b

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 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Field Applications of Hydraulic Conductivity

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

6. A liquid having a Reynolds number 1900 flows through a 200 mm diameter pipe, 150 m long. The head loss of the pipe due to friction is 22 m. Ź a. Compute the friction factor b. Compute the kinematic viscosity of the liquid in sqm/sec. ( c. Compute the rate of flow in liters per hour
Please indicate the given, assumption and iluustration 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.
A differential "U"-tube manometer containing mercury of density 13000 kg/m³ is used to measure the pressure drop along a horizontal pipe. If the fluid in the pipe is water and the manometer reading is 0.65m, what is the pressure difference between the two tapping points? Fluid density Pw A B a b datum Manometric fluid density p Hg Figure of manometer setup
← Fluid Properties The diameter of droplet is 0.075 mm. What is the intensity of the pressure (N/sq. cm) developed in the droplet by surface tension of 0.000075 N/mm?
3. Given a liquid with a specific gravity of 0.82 flows through a 100-mm pipe 308-m long at a rate of 32 liters per second. Assuming a viscosity of 0.0052 Pa-s a. Calculate the Reynold's number. b. What is the total head loss in meter if f= 0.021? MAI opy
please
Q4/ SAE 30 oil at 60 °F flows through a 2-in.-diameter pipe with a mean velocity of 5 ft/s. Determine the value of the Reynolds number Take density = 1.77 (slugs/ft³) and dynamic viscosity = 8.0x10-3 (lb.s/ft²)
Problem 10.56 The 100-mm-diameter commercial steel pipe discharges water at 25°C through the 40-mm-diameter nozzle. (Figure 1) Figure 40 mm g 60e 3m A 100 mm 1 of 1 Part A If the pressure at A is 250 kPa, determine the discharge. The minor loss coefficient of the nozzle is KL = 0.15. Express your answer to three significant figures and include the appropriate units. Q= Submit OL μА Value Provide Feedback Request Answer Units ? (v 5 of 6 Review Next >
A pipe contains an oil sp.gr. 0.80. A differential manometer connected at the two points A and B of the pipe shows a difference of mercury as 20 cm. Find the difference of pressure between the two points
A cylindrical tank 2.20 meters in diameter and 15 meters high is filled with liquid Z. Apressure gage at elev. 10m at the side of the tank reads 105 kPa.Another gage at elev. 6m reads 140 kPa. Compute the specific weight of the liquid, density and specific gravity.
Consider the flow in a pipe. The pipe diameter is 50 mm, the density of fluid is 920 kg/m3, the flow rate is 0.150 m3/min, and the kinematic viscosity is 56 m Pa s. Determine if the flow is laminar or turbulent.
c) The orifice flowmeter shown in Figure 4 is used to obtain the flowrate of oil inside a conduit. The diameter of the orice, d is one third of the pipe diameter, D with pressure difference recorded as 25 kPa. The pipe diameter D is 6 cm, discharge coefficient Ca, is 0.60, Bis the ratio of orifice diameter to pipe diameter and Oilspedific gravity, SG is 0.95. If the h is 7 cm, i. Calculațe the vollime flowrate of oil inside the conduit. ii. Determine the mass flowrate of oil inside the conduit. iii. Explain why the discharge coefficient Ca, for the orifice meter is higher compared to the venturi and nozzle meters. D=6 cm d Figure 4