Fox And Mcdonald's Introduction To Flui...9th EditionPritchard, Philip J.; Leylegian, John C.; Bhaskaran, Rajesh Publisher: WILEYISBN: 9781118921876
Fox And Mcdonald's Introduction To Flui...
Solutions for Fox And Mcdonald's Introduction To Fluid Mechanics
Problem 1P:
Verify the equation given in Table 11.1 for the hydraulic radius of a circular channel. Evaluate and...Problem 2P:
A pebble is dropped into a stream of water that flows in a rectangular channel at 2 m depth. In one...Problem 3P:
Solution of the complete differential equations for wave motion without surface tension shows that...Problem 4P:
A water flow rate of 250 cfs flows at a depth of 5 ft in a rectangular channel that is 9 ft wide....Problem 5P:
Determine and plot the relation between water velocity and depth over the range of V = 0.1 m/s to 10...Problem 6P:
Capillary waves (ripples) are small amplitude and wavelength waves, commonly seen, for example, when...Problem 7P:
The Froude number characterizes flow with a free surface. Plot on a log-log scale the speed versus...Problem 8P:
Consider waves on the surface of a tank of water that travel at 5 ft/s. How fast would the waves...Problem 9P:
A submerged body traveling horizontally beneath a liquid surface at a Froude number (based on body...Problem 10P:
Water flows in a rectangular channel at a depth of 750 mm. If the flow speed is (a) 1 m/s and (b) 4...Problem 11P:
A partially open sluice gate in a 5-m-wide rectangular channel carries water at 10 m3/s. The...Problem 13P:
Flow occurs in a rectangular channel of 6 m width and has a specific energy of 3 m. Plot accurately...Problem 14P:
What is the maximum flow rate that may occur in a rectangular channel 2.4 m wide for a specific...Problem 15P:
A rectangular channel carries a discharge of 10 ft3/s per foot of width. Determine the minimum...Problem 16P:
Flow in the channel of Problem 11.15 has a specific energy of 4.5 ft. Compute the alternate depths...Problem 17P:
Consider the Venturi flume shown. The bed is horizontal, and flow may be considered frictionless....Problem 18P:
Eleven cubic meters per second of water are diverted through ports in the bottom of the channel...Problem 19P:
A rectangular channel 10 ft wide carries 100 cfs on a horizontal bed at 1.0 ft depth. A smooth bump...Problem 20P:
At what depths can 800 cfs flow in a trapezoidal channel of base width 12 ft and side slopes 1...Problem 21P:
At a section of a 10-ft-wide rectangular channel, the depth is 0.3 ft for a discharge of 20 ft3/s. A...Problem 22P:
Water, at 3 ft/s and 2 ft depth, approaches a smooth rise in a wide channel. Estimate the stream...Problem 23P:
A horizontal rectangular channel 3 ft wide contains a sluice gate. Upstream of the gate the depth is...Problem 24P:
A hydraulic jump occurs in a rectangular channel 4.0 m wide. The water depth before the jump is 0.4...Problem 25P:
A hydraulic jump occurs in a wide horizontal channel. The discharge is 2 m3/s per meter of width....Problem 26P:
A hydraulic jump occurs in a rectangular channel. The flow rate is 200 ft3/s, and the depth before...Problem 27P:
The depths of water upstream and downstream from a hydraulic jump on the horizontal apron downstream...Problem 28P:
Calculate y2, h, and y3 for this two-dimensional flow picture. State any assumptions clearly. P11.28Problem 29P:
The hydraulic jump may be used as a crude flow meter. Suppose that in a horizontal rectangular...Problem 30P:
A hydraulic jump occurs on a horizontal apron downstream from a wide spillway at a location where...Problem 31P:
A hydraulic jump occurs in a rectangular channel. The flow rate is 50 m3/s and the depth before the...Problem 32P:
A positive surge wave, or moving hydraulic jump, can be produced in the laboratory by suddenly...Problem 33P:
A 2-m-wide rectangular channel with a bed slope of 0.0005 has a depth of flow of 1.5 m. Mannings...Problem 34P:
Determine the uniform flow depth in a rectangular channel 2.5 m wide with a discharge of 3 m3/s. The...Problem 35P:
Determine the uniform flow depth in a trapezoidal channel with a bottom width of 8 ft and side...Problem 36P:
Water flows uniformly at a depth of 1.2 m in a rectangular canal 3 m wide laid on a slope of 1 m per...Problem 37P:
This large uniform open channel flow is to be modeled without geometric distortion in the hydraulic...Problem 38P:
A rectangular flume built of timber is 3 ft wide. The flume is to handle a flow of 90 ft3/s at a...Problem 39P:
A channel with square cross section is to carry 20 m3/s of water at normal depth on a slope of...Problem 40P:
A triangular channel with side angles of 45 is to carry 10 m3/s at a slope of 0.001. The channel is...Problem 41P:
A flume of timber has as its cross section an isosceles triangle (apex down) of 2.4 m base and 1.8 m...Problem 42P:
At what depth will 4.25 m3/s flow uniformly in a rectangular channel 3.6 m wide lined with rubble...Problem 43P:
A semicircular trough of corrugated steel, with diameter D = 1 m, carries water at depth y = 0.25 m....Problem 44P:
A rectangular flume built of concrete with 1 ft per 1000 ft slope is 6 ft wide. Water flows at a...Problem 45P:
Water flows in a trapezoidal channel at a flow rate of 10 m3/s. The bottom width is 2.4 m, the sides...Problem 46P:
What slope is necessary to carry 11 m3/s uniformly at a depth of 1.5 m in a rectangular channel 3.6...Problem 47P:
Find the normal depth for the channel of Problem 11.45 after a new plastic liner is installed. Water...Problem 48P:
For a trapezoidal shaped channel with n = 0.014 and slope Sb = 0.0002 with a 20-ft bottom width and...Problem 49P:
Compute the critical depth for the channel in Problem 11.33. A 2-m-wide rectangular channel with a...Problem 50P:
A trapezoidal canal lined with brick has side slopes of 2:1 and bottom width of 10 ft. It carries...Problem 51P:
An optimum rectangular storm sewer channel made of unfinished concrete is to be designed to carry a...Problem 52P:
For a sharp-crested suppressed weir of length B = 8.0 ft, P = 2.0 ft, and H =1.0 ft, determine the...Problem 53P:
A rectangular sharp-crested weir with end contractions is 1.5 m long. How high should the weir crest...Problem 54P:
What is the depth of water behind a rectangular sharp-crested weir 1.5 m wide and 1.2 m high when a...Browse All Chapters of This Textbook
Chapter 1 - IntroductionChapter 2 - Fundamental ConceptsChapter 3 - Fluid StaticsChapter 4 - Basic Equations In Integral Form For A Control VolumeChapter 5 - Introduction To Differential Analysis Of Fluid MotionChapter 6 - Incompressible Inviscid FlowChapter 7 - Dimensional Analysis And SimilitudeChapter 8 - Internal Incompressible Viscous FlowChapter 9 - External Incompressible Viscous FlowChapter 10 - Fluid Machinery
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Me 380 - Fluyd Dynamics For Mechanical Engineers
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EBK FOX AND MCDONALD'S INTRODUCTION TO
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FLUID MECHANICS EBOOKW/WILEYPLUS
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Fox and McDonald's Introduction to Fluid Mechanics
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Fox And Mcdonald's Introduction To Fluid Mechanics
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Fox And Mcdonald's Introduction To Fluid Mechanics 9e Binder Ready Version + Wileyplus Registration Card
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ISBN: 9781119032038
Fox And Mcdonald's Introduction To Fluid Mechanics
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ISBN: 9780470547557
Fluid Mechanics, Desktop Edition
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ISBN: 9780470948033
Fox and McDonald's Introduction to Fluid Mechanics
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ISBN: 9781118139448
Introduction to Fluid Mechanics
7th Edition
ISBN: 9780471742999
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