Schaum's outline of Theory and problems of fluid mechanics and hydraulics: including 475 solved problems, completely solved in detail
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| Format: | Book |
| Language: | Undetermined |
| Published: |
New York
Schaum
1962
|
| Edition: | 2. ed. |
| Series: | Schaum's outline series
|
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Physical Description: | 274 S. Ill. |
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| 100 | 1 | |a Giles, Ranald V. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Schaum's outline of Theory and problems of fluid mechanics and hydraulics |b including 475 solved problems, completely solved in detail |
| 250 | |a 2. ed. | ||
| 264 | 1 | |a New York |b Schaum |c 1962 | |
| 300 | |a 274 S. |b Ill. | ||
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Record in the Search Index
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|---|---|
| adam_text | CONTENTS
Pag«
Chapter 1 PROPERTIES OF FLUIDS 1
Fluid mechanics and hydraulics Definition of a fluid American engi-
neering system of units Specific weight Mass density Specific gravity
Viscosity Vapor pressure Surface tension Capillarity Fluid pressure
Unit pressure Difference in pressure Pressure variations in a com-
pressible fluid Pressure head h Bulk modulus of elasticity Compression
of gases Isothermal conditions Adiabatic or Isentropic conditions
Pressure disturbances
Chapter 2 HYDROSTATIC FORCE ON SURFACES 22
Force exerted on plane area Line of action of force Horizontal and
vertical components of force Hoop tension Longitudinal stress
Chapter 3 BUOYANCY AND FLOTATION
Archimedes’ Principle Stability of submerged and floating bodies i
36
Chapter 4 TRANSLATION AND ROTATION OF LIQUID MASSES 42
Horizontal motion Vertical motion Rotation of open vessels Rotation
of closed vessels
Chapter 5 DIMENSIONAL ANALYSIS AND HYDRAULIC SIMILITUDE 50
Dimensional analysis Buckingham Pi theorem Hydraulic models
Geometric similitude Kinematic similitude Dynamic similitude Inertia
force ratio Inertia-pressure force ratio Inertia-viscous force ratio
Inertia-gravity force ratio Inertia-elasticity force ratio Inertia-surface
tension ratio Time ratios
Chapter 6 FUNDAMENTALS OF FLUID FLOW 70
Three significant concepts of fluid flow Fluid flow Steady flow Uni-
form flow Streamlines Streamtubes Equation of continuity Flownets
Energy equation Velocity head and kinetic-energy correction factor
Application of the Bernoulli theorem Energy line Hydraulic grade
line Power
CONTENTS
Page
Chapter 7 FLUID FLOW IN PIPES 96
Energy principle Laminar flow Critical velocity Reynolds number
Turbulent flow Shearing stress at pipe wall Velocity distribution
Loss of head for laminar flow Darcy-Weisbach formula Friction fac-
tor / Other losses of head
Chapter 8 EQUIVALENT, COMPOUND, LOOPING AND
BRANCHING PIPES 115
Piping systems and the Hardy Cross method Equivalent pipes Com-
pound, looping and branching pipes Methods of solution Hazen-
Williams formula
Chapter 9 MEASUREMENT OF FLOW OF FLUIDS 133
Introduction to velocity and quantity measurements Pitot tube Coef-
ficient of discharge Coefficient of velocity Coefficient of contraction
Lost head Weirs Weir formulas Dams as weirs Time to empty
tanks Time to establish flow
Chapter 10 FLOW IN OPEN CHANNELS 160
Open channel Steady, uniform flow Non-uniform or varied flow
Laminar flow Chezy formula Formulas for coefficient C Discharge Q
by Manning formula Lost head Vertical distribution of velocity Spe-
cific energy Critical depth Maximum unit flow Critical flow in non-
rectangular channels Non-uniform flow and backwater curves Broad-
crested weirs Hydraulic jump
Chapter 11 FORCES DEVELOPED BY MOVING FLUIDS 192
Impulse-Momentum principle Momentum correction factor Drag Lift
Total drag force Drag coefficients Lift coefficients Mach number
Boundary layer theory Formulas for flat plates Water hammer Super-
sonic speeds
Chapter 12 FLUID MACHINERY 225
Fluid machinery Rotating channels Speed factors Speed, discharge
and power relations Unit speed Unit discharge Unit power Specific
speed Efficiency Cavitation Propeller propulsion and coefficients
CONTENTS
Page
96
ritical velocity Reynolds number,
t pipe wall Velocity distribution
y-Weisbach formula Friction fac-
PING AND
115
method Equivalent pipes Com-
s Methods of solution Hazen-
LUIDS 133
y measurements Pitot tube Coef-
velocity Coefficient of contraction
Dams as weirs Time to empty
ow Non-uniform or varied flow,
ulas for coefficient C Discharge Q
rtical distribution of velocity Spe-
um unit flow Critical flow in non-
flow and backwater curves Broad-
ING FLUIDS 192
ntum correction factor Drag Lift
Lift coefficients Mach number,
flat plates Water hammer Super-
APPENDIX
Page
Table 1 Properties of air, water, and some gases 246
2 Kinematic viscosity and specific gravity of certain liquids 247
3 Frictional factors / for water only 248
4 Typical loss of head items 249
5 Values of K for contractions and enlargements 250
6 Some values of Hazen-Williams coefficient Ci 250
7 Discharge coefficients of circular orifices 251
8 Expansion factors Y for compressible flow 252
9 Average values of Manning’s n and Bazin’s 252
10 Values of Kutter’s C 253
11 Values of discharge factor K for trapezoidal channels 254
12 Values of discharge factor K for trapezoidal channels 255
13 Areas of circles 256
14 Weights and dimensions of cast iron pipe : 256
DIAGRAMS
Diagram A-l Moody diagram for frictional factors / 257
A-2 Modified Moody diagram for frictional factors f
(direct solution for flow Q) 258
B Nomographic chart for Hazen-Williams formula (Ci = 100) • 259
C Coefficients for pipe orifices 260
D Coefficients for flow nozzles 261
E Coefficients for Venturi meters % 262
F Coefficients of drag 263
G Coefficients of drag for smooth flat plates 264
H Coefficients of drag at supersonic velocities 265
INDEX
267
/
v+
225
s Speed factors Speed, discharge
nit discharge Unit power Specific
|
| adam_txt |
CONTENTS
Pag«
Chapter 1 PROPERTIES OF FLUIDS 1
Fluid mechanics and hydraulics Definition of a fluid American engi-
neering system of units Specific weight Mass density Specific gravity
Viscosity Vapor pressure Surface tension Capillarity Fluid pressure
Unit pressure Difference in pressure Pressure variations in a com-
pressible fluid Pressure head h Bulk modulus of elasticity Compression
of gases Isothermal conditions Adiabatic or Isentropic conditions
Pressure disturbances
Chapter 2 HYDROSTATIC FORCE ON SURFACES 22
Force exerted on plane area Line of action of force Horizontal and
vertical components of force Hoop tension Longitudinal stress
Chapter 3 BUOYANCY AND FLOTATION
Archimedes’ Principle Stability of submerged and floating bodies i
36
Chapter 4 TRANSLATION AND ROTATION OF LIQUID MASSES 42
Horizontal motion Vertical motion Rotation of open vessels Rotation
of closed vessels
Chapter 5 DIMENSIONAL ANALYSIS AND HYDRAULIC SIMILITUDE 50
Dimensional analysis Buckingham Pi theorem Hydraulic models
Geometric similitude Kinematic similitude Dynamic similitude Inertia
force ratio Inertia-pressure force ratio Inertia-viscous force ratio
Inertia-gravity force ratio Inertia-elasticity force ratio Inertia-surface
tension ratio Time ratios
Chapter 6 FUNDAMENTALS OF FLUID FLOW 70
Three significant concepts of fluid flow Fluid flow Steady flow Uni-
form flow Streamlines Streamtubes Equation of continuity Flownets
Energy equation Velocity head and kinetic-energy correction factor
Application of the Bernoulli theorem Energy line Hydraulic grade
line Power
CONTENTS
Page
Chapter 7 FLUID FLOW IN PIPES 96
Energy principle Laminar flow Critical velocity Reynolds number
Turbulent flow Shearing stress at pipe wall Velocity distribution
Loss of head for laminar flow Darcy-Weisbach formula Friction fac-
tor / Other losses of head
Chapter 8 EQUIVALENT, COMPOUND, LOOPING AND
BRANCHING PIPES 115
Piping systems and the Hardy Cross method Equivalent pipes Com-
pound, looping and branching pipes Methods of solution Hazen-
Williams formula
Chapter 9 MEASUREMENT OF FLOW OF FLUIDS 133
Introduction to velocity and quantity measurements Pitot tube Coef-
ficient of discharge Coefficient of velocity Coefficient of contraction
Lost head Weirs Weir formulas Dams as weirs Time to empty
tanks Time to establish flow
Chapter 10 FLOW IN OPEN CHANNELS 160
Open channel Steady, uniform flow Non-uniform or varied flow
Laminar flow Chezy formula Formulas for coefficient C Discharge Q
by Manning formula Lost head Vertical distribution of velocity Spe-
cific energy Critical depth Maximum unit flow Critical flow in non-
rectangular channels Non-uniform flow and backwater curves Broad-
crested weirs Hydraulic jump
Chapter 11 FORCES DEVELOPED BY MOVING FLUIDS 192
Impulse-Momentum principle Momentum correction factor Drag Lift
Total drag force Drag coefficients Lift coefficients Mach number
Boundary layer theory Formulas for flat plates Water hammer Super-
sonic speeds
Chapter 12 FLUID MACHINERY 225
Fluid machinery Rotating channels Speed factors Speed, discharge
and power relations Unit speed Unit discharge Unit power Specific
speed Efficiency Cavitation Propeller propulsion and coefficients
CONTENTS
Page
96
ritical velocity Reynolds number,
t pipe wall Velocity distribution
y-Weisbach formula Friction fac-
PING AND
115
method Equivalent pipes Com-
s Methods of solution Hazen-
LUIDS 133
y measurements Pitot tube Coef-
velocity Coefficient of contraction
Dams as weirs Time to empty
ow Non-uniform or varied flow,
ulas for coefficient C Discharge Q
rtical distribution of velocity Spe-
um unit flow Critical flow in non-
flow and backwater curves Broad-
ING FLUIDS 192
ntum correction factor Drag Lift
Lift coefficients Mach number,
flat plates Water hammer Super-
APPENDIX
Page
Table 1 Properties of air, water, and some gases 246
2 Kinematic viscosity and specific gravity of certain liquids 247
3 Frictional factors / for water only 248
4 Typical loss of head items 249
5 Values of K for contractions and enlargements 250
6 Some values of Hazen-Williams coefficient Ci 250
7 Discharge coefficients of circular orifices 251
8 Expansion factors Y for compressible flow 252
9 Average values of Manning’s n and Bazin’s 252
10 Values of Kutter’s C 253
11 Values of discharge factor K for trapezoidal channels 254
12 Values of discharge factor K' for trapezoidal channels 255
13 Areas of circles 256
14 Weights and dimensions of cast iron pipe : 256
DIAGRAMS
Diagram A-l Moody diagram for frictional factors / 257
A-2 Modified Moody diagram for frictional factors f
(direct solution for flow Q) 258
B Nomographic chart for Hazen-Williams formula (Ci = 100) • 259
C Coefficients for pipe orifices 260
D Coefficients for flow nozzles 261
E Coefficients for Venturi meters % 262
F Coefficients of drag 263
G Coefficients of drag for smooth flat plates 264
H Coefficients of drag at supersonic velocities \ 265
INDEX
267
/
v+
225
s Speed factors Speed, discharge
nit discharge Unit power Specific |
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| any_adam_object_boolean | 1 |
| author | Giles, Ranald V. |
| author_facet | Giles, Ranald V. |
| author_role | aut |
| author_sort | Giles, Ranald V. |
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| building | Verbundindex |
| bvnumber | BV021896919 |
| ctrlnum | (OCoLC)634709948 (DE-599)BVBBV021896919 |
| edition | 2. ed. |
| format | Book |
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| illustrated | Illustrated |
| index_date | 2024-07-02T16:04:26Z |
| indexdate | 2024-07-09T20:46:55Z |
| institution | BVB |
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| physical | 274 S. Ill. |
| publishDate | 1962 |
| publishDateSearch | 1962 |
| publishDateSort | 1962 |
| publisher | Schaum |
| record_format | marc |
| series2 | Schaum's outline series |
| spelling | Giles, Ranald V. Verfasser aut Schaum's outline of Theory and problems of fluid mechanics and hydraulics including 475 solved problems, completely solved in detail 2. ed. New York Schaum 1962 274 S. Ill. txt rdacontent n rdamedia nc rdacarrier Schaum's outline series Hydraulik (DE-588)4026288-1 gnd rswk-swf Strömungsmechanik (DE-588)4077970-1 gnd rswk-swf Hydraulik (DE-588)4026288-1 s DE-604 Strömungsmechanik (DE-588)4077970-1 s HEBIS Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015112102&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Giles, Ranald V. Schaum's outline of Theory and problems of fluid mechanics and hydraulics including 475 solved problems, completely solved in detail Hydraulik (DE-588)4026288-1 gnd Strömungsmechanik (DE-588)4077970-1 gnd |
| subject_GND | (DE-588)4026288-1 (DE-588)4077970-1 |
| title | Schaum's outline of Theory and problems of fluid mechanics and hydraulics including 475 solved problems, completely solved in detail |
| title_auth | Schaum's outline of Theory and problems of fluid mechanics and hydraulics including 475 solved problems, completely solved in detail |
| title_exact_search | Schaum's outline of Theory and problems of fluid mechanics and hydraulics including 475 solved problems, completely solved in detail |
| title_exact_search_txtP | Schaum's outline of Theory and problems of fluid mechanics and hydraulics including 475 solved problems, completely solved in detail |
| title_full | Schaum's outline of Theory and problems of fluid mechanics and hydraulics including 475 solved problems, completely solved in detail |
| title_fullStr | Schaum's outline of Theory and problems of fluid mechanics and hydraulics including 475 solved problems, completely solved in detail |
| title_full_unstemmed | Schaum's outline of Theory and problems of fluid mechanics and hydraulics including 475 solved problems, completely solved in detail |
| title_short | Schaum's outline of Theory and problems of fluid mechanics and hydraulics |
| title_sort | schaum s outline of theory and problems of fluid mechanics and hydraulics including 475 solved problems completely solved in detail |
| title_sub | including 475 solved problems, completely solved in detail |
| topic | Hydraulik (DE-588)4026288-1 gnd Strömungsmechanik (DE-588)4077970-1 gnd |
| topic_facet | Hydraulik Strömungsmechanik |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015112102&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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