The fourth edition of the "Handbook of Hydraulic Calculations", like all previous ones, is a summary of basic formulas, definitions, experimental coefficients, auxiliary tables and graphs useful in hydraulic calculations. The text is limited to brief explanations necessary to facilitate the use of the material collected in the reference book.
The book is a guide to the design of canals and structures of various water management systems and contains, in addition to information on hydraulics, brief information from the field hydraulic structures and hydraulic machines. The book is intended for engineers, technicians, students and other people working in the field of hydraulic engineering, in particular in the field of water energy use.
Preface
Terms frequently found in hydraulics literature
Mathematical notation
Greek alphabet
Latin alphabet
Chapter first. Tables. Various supporting data
1-1. Square and cube roots some numbers
1-2. Elliptic integrals of the 1st kind
1-3. Common quantities and ratios
1-4. g values for some places around the world
1-5. Basic systems of units of measurement of physical quantities
1-6. The ratio of units of the MKGSS system to units International system and units of other systems
1-7. Relative weight of liquids
1-8. Weight of 1 m3 solids
1-9. Density and relative weight
1-10. Compressibility
1-11. Temperature expansion
1-12. Viscosity
Chapter two. Hydrostatic pressure
2-1. Hydrostatic pressure at a point and its measurement
2-2. Diagrams of a piezometer (liquid pressure gauge), hydraulic press and cylinder
2-3. Fluid pressure on a flat figure
2-4. Fluid pressure on a curved surface
2-5. Hydrostatic pressure on valves of hydraulic structures
2-6. Static fluid rotation
2-7. Floating bodies
Chapter three. Fundamentals of Fluid Movement
3-1. Consumption, average speed and elements cross section flow
3-2. Main types of fluid movement
3-3. D. Bernoulli's equation (steady motion)
3-4. D. Bernoulli's equation for an elementary stream of flow in a rotating channel
3-5. Piezometric line, energy line, hydraulic and piezometric slopes
3-6. Energy and flow power
3-7. Distribution of hydrodynamic pressure in the flow
3-8. Jets
3-9. Law of momentum or impulse of forces
Chapter Four. Hydraulic resistance and velocity distribution across the flow cross section
4-1. Laminar and turbulent fluid movement
4-2. Head loss along the length and velocity distribution across the flow cross section
4-3. Length drag coefficient under turbulent flow conditions
4-4. Local hydraulic resistance
4-5. Resistance coefficients in the quadratic region for approximate calculations (according to the recommendation of P.G. Kiselev)
Chapter five. Outflow from holes and nozzles
5-1. Free outflow into the atmosphere
5-2. Effect of jet compression
5-3. Expiration below level
5-4. Expiration at variable level
5-5. Calculation of valve openings (outflow from under the valve into the tray)
5-6. Nozzles and short pipes (outflow from holes in thick walls)
5-7. Dam discharge calculation
5-8. Formation of craters when flowing out of holes
Chapter six. Spillways
6-1. Designations and basic calculation formula
6-2. Basic jet shapes
6-3. Thin wall weir (sharp crest)
6-4. Practical spillways
6-5. Spillway with wide threshold
6-6. Oblique spillway and curved spillway
6-7. Triangular and trapezoidal weirs
Chapter seven. Pressure conduits
7-1. Basic formulas and dependencies
7-2. Selection of roughness coefficient when designing pressure water pipelines
7-3. Calculation of water pipelines
7-4. Limit non-erosion velocities allowed according to the strength conditions of the material of pressure water pipelines
7-5. Change bandwidth pressure water pipelines during their operation
7-6. Some tasks for calculating water pipelines
Chapter eight. Uniform movement in open channels (calculation of channels)
8-1. Basic calculation formulas and dependencies
8-2. Channel cross-sectional shape
8-3. Selection of roughness coefficient
8-4. Hydraulic calculations of trapezoidal channels
8-5. Hydraulic calculations of closed-section channels. Special forms cross section for tunnels
Chapter Nine. Uneven movement in open channels
9-1. Basic equation
9-2. Construction of free surface curves for prismatic channels
9-3. Uneven movement in channels with constant depth and variable width (V.D. Zhurin’s method)
9-4. Uneven movement in channels rectangular section with variable width. Radial flow movement (O.F. Vasiliev’s method)
9-5. Construction of pressure curves in natural channels
9-6. Hydraulic jump
9-7. Change of slope
9-8. Flow division
9-9. Connection of pools
Chapter ten. Hydraulics of structures
A. Special cases of hydraulic jump
10-1. Hydraulic jump in a rectangular inclined channel
10-2. Hydraulic jump in circular ducts
10-3. Spatial hydraulic jump in a prismatic channel
10-4. Jump in a smoothly expanding riverbed
10-5. Hydraulic jump in a narrowing channel
10-6. Surface hydraulic jump on an inclined drained water body
B. Fast currents. Multi-stage drop
10-7. Fast currents of constant width
10-8. High-speed threads of variable width
10-9. High-speed currents with increased roughness
10-10. Flow stability and aeration at high speed
10-11. Pairing the pools behind the fast current
10-12. Multi-stage drop
B. Mine spillway
10-13. Mine spillway with vertical pressure shaft
G. Siphon spillway
10-14. Siphon capacity calculation
10-15. Calculation of pressure in a section at a bend
D. Capacity of pressure spillways and outlets. Calculation of pressures and velocities in sections at a turn
10-16. Effective pressure
10-17. Recovery difference. Bottom hole flooding depth
10-18. Calculation of the capacity of pressure spillways located on a ledge
10-19. Calculation of pressures and velocities in sections at the turn of pressure water pipelines
E. Conjugation of pools with a free discarded jet
10-20. String range
10-21. Angle of inclination of the unsupported jet at the ledge alignment
G. Connection of the tailwaters with dams and combined hydroelectric power stations when discharging a submerged stream from a ledge
10-22. Critical modes and their calculation
10-23. Free surface within the range of departure of the submerged jet
10-24. Hydraulic calculations of ejections at combined hydroelectric power stations
10-25. Recovery differential
10-26. Weir ejection
10-27. Ejection when releasing water through pressure spillways
3. Blocking the flow with an outline
10-28. Equilibrium of a stone in a stream
10-29. Calculation of the frontal overlap of the channel
10-30. Calculation of pioneer channel closure
Chapter Eleven. Sediment movement. Hydraulic transport
11-1. Basic concepts and hydraulic size
11-2. Movement of bottom and suspended sediments
11-3. Permissible water flow rates in canals according to non-erosion conditions
11-4. Calculated dependencies for the critical non-silting velocity in the channel
11-5. Transporting capacity of pressure flow
11-6. Determination of hydraulic resistance for pressure flow of slurry
11-7. The main tasks of calculating the pressure movement of hydraulic fluid
Chapter twelve. Groundwater movement
A. Basic law of filtration, equations of motion, formulas for constructing a free surface curve
12-1. Basic law of filtration
12-2. Basic dependencies for free-flow movement of groundwater
B. Special cases of groundwater movement
12-3. Inflow groundwater to vertical wells
12-4. Horizontal drainage
12-5. Inflow to pits during construction work
12-6. Filtering from channels
12-7. Filtration through earth dams
12-8. Filtration under hydraulic structures
12-9. Filtration bypassing hydraulic structures (according to V.I. Aravin)
Chapter thirteen. Fluid movement with variable flow rate
13-1. Basic equation
13-2. Free surface shape in an open channel
13-3. Special cases of fluid motion with variable flow rate
Chapter fourteen. Unsteady motion
A. Wind waves and their impact on hydraulic structures
14-1. Main characteristics of waves in open waters
14-2. Wave impacts on vertical barriers
14-3. Wave impacts on steeply inclined obstacles (90°>a>45°)
14-4. Wave impacts on slope-type structures
14-5. Wave effects on free-standing supports
14-6. Impact of wind waves on natural coastal slopes
14-7. Waves in open diversion channels of a hydroelectric power station
B. Water hammer
14-8. Basic quantities
14-9. Initial conditions for calculating water hammer
14-10. Analytical calculation of impact pressure
14-11. Graphic calculation of impact pressure
B. Surge tanks
14-12. Preliminary remarks
14-13. Basics of hydraulic calculation of tanks
14-14. Determination of the minimum tank area
14-15. Analytical calculation of level fluctuations in surge tanks
14-16. Graphic calculation of level fluctuations in surge tanks
14-17. Calculation of level fluctuations in surge tanks under conditions of constant unit power
Chapter fifteen. Hydraulic machines
15-1. Turbines
15-2. Vane pumps
Chapter sixteen. Hydraulic modeling
16-1. Brief information about hydraulic modeling
16-2. Buckingham's theorem (Pi theorem)
16-3. Simulation of flows in pressure conduits
16-4. Simulation of uniform flows in open channels
16-5. Special questions hydraulic modeling
Subject index
The fourth edition of the “Handbook of Hydraulic Calculations,” like all previous ones, is a summary of basic formulas, definitions, experimental coefficients, auxiliary tables and graphs useful in making hydraulic calculations. The text is limited to brief explanations necessary to facilitate the use of the material collected in the reference book.
The book is a guide for designing canals and structures of various water management systems and contains, in addition to information on hydraulics, brief information from the field of hydraulic structures and hydraulic machines.
The book is intended for engineers, technicians, students and other people working in the field of hydraulic engineering,
in particular in the field of water energy use.
Chapter 1. Tables. Various supporting data
- Square and cube roots of some numbers
- Elliptic integrals of the 1st kind
- Common quantities and ratios
- g values for some places around the world
- Basic systems of units of measurement of physical quantities
- Correlation of units of the MKGSS system with units of the International system and units of other systems
- Relative weight of liquids
- Weight in m3 of solids
- Density and relative weight
- Compressibility
- Temperature expansion
- Viscosity
Chapter 2. Hydrostatic pressure
- Hydrostatic pressure at a point and its measurement
- Diagrams of a piezometer (liquid pressure gauge), hydraulic press and cylinder
- Fluid pressure on a flat figure
- Fluid pressure on a curved surface
- Hydrostatic pressure on valves of hydraulic structures
- Static fluid rotation
- Floating bodies
Chapter 3. Basic information about fluid movement
- Flow, average velocity and flow cross-sectional elements
- Main types of fluid movement
- D. Bernoulli's equation (steady motion)
- D. Bernoulli's equation for an elementary stream of flow in a rotating channel
- Piezometric line, energy line, hydraulic and piezometric slopes
- Energy and flow power
- Distribution of hydrodynamic pressure in the flow
- Jets
- Law of momentum or impulse of forces
Chapter 4. Hydraulic resistance and velocity distribution across the flow cross section
- Laminar and turbulent fluid movement
- Head loss along the length and velocity distribution across the flow cross section
- Length drag coefficient under turbulent flow conditions
- Local hydraulic resistance
- Resistance coefficients in the quadratic region for approximate calculations (according to the recommendation of P. G. Kiselev)
Chapter 5. Outflow from holes and nozzles
- Free outflow into the atmosphere
- Effect of jet compression
- Expiration below level
- Expiration at variable level
- Calculation of valve openings (outflow from under the valve into the tray)
- Nozzles and short pipes (outflow from holes in thick walls)
- Dam discharge calculation
- Formation of craters when flowing out of holes
Chapter 6. Spillways
- Designations and basic calculation formula
- Basic jet shapes
- Thin wall weir (sharp crest)
- Practical spillways
- Spillway with wide threshold
- Oblique weir and curved weir
- Triangular and trapezoidal weirs
Chapter 7. Pressure water pipelines
- Basic formulas and dependencies
- Selection of roughness coefficient when designing pressure water pipelines
- Calculation of water pipelines
- Limit non-erosion velocities allowed according to the strength conditions of the material of pressure water pipelines
- Changes in the capacity of pressure water pipelines during their operation
- Some tasks for calculating water pipelines
Chapter 8. Uniform movement in open channels (calculation of channels)
- Basic calculation formulas and dependencies
- Channel cross-sectional shape
- Selection of roughness coefficient
- Hydraulic calculations of trapezoidal channels
- Hydraulic calculations of closed-section channels. Special cross-sectional shapes for tunnels
Chapter 9. Uneven movement in open channels
- Basic equation
- Construction of free surface curves for prismatic channels
- Uneven movement in channels with constant depth and variable width (V.D. Zhurin’s method)
- Uneven movement in rectangular channels with variable width. Radial flow movement (O. F. Vasiliev’s method)
- Construction of pressure curves in natural channels
- Hydraulic jump
- Change of slope
- Flow division
- Connection of pools
Chapter 10. Hydraulics of structures
- Special cases of hydraulic jump
- Hydraulic jump in a rectangular inclined channel
- Hydraulic jump in circular ducts
- Spatial hydraulic jump in a prismatic channel
- Jump in a smoothly expanding riverbed
- Hydraulic jump in a narrowing channel
- Surface hydraulic jump on an inclined drained water body
- Fast currents of constant width
- High-speed threads of variable width
- High-speed currents with increased roughness
- Flow stability and aeration at high speed
- Pairing the pools behind the fast current
- Multi-stage drop
- Mine spillway with vertical pressure shaft
- Siphon spillway
- Siphon capacity calculation
- Calculation of pressure in a section for a turn
- Capacity at paired spillways and outlets
- Calculation of pressures and velocities in sections at a turn
- Effective pressure
- Recovery difference. Bottom hole flooding depth
- Calculation of pressure throughput; spillways located on the ledge
- Calculation of pressures and velocities in sections; at the turn of pressure water conduits by a thrown jet
- String range
- Interfacing with dams and combined hydroelectric power stations when releasing a flooded stream from a ledge
- Critical modes and their calculation
- Free surface and flight distance of submerged strings
- Hydraulic calculations of ejection at combined hydroelectric power plants
- Recovery differential
- Weir ejection
- Ejection when releasing water through pressure spillways
- Blocking the flow with an outline
- Equilibrium of a stone in a stream
- Calculation of the frontal overlap of the channel
- Calculation of pioneer channel closure
Chapter 11. Sediment movement. Hydraulic transport
- Basic concepts and hydraulic size
- Movement of bottom and suspended sediments
- Permissible water flow rates in canals according to non-erosion conditions
- Calculated dependencies for the critical non-flooding speed in the channel
- Transporting capacity of pressure flow
- Determination of hydraulic resistance for pressure flow of slurry
- The main tasks of calculating the pressure movement of hydraulic fluid
Chapter 12. Movement of groundwater
- The basic law of filtration, equations of motion, formulas for constructing a free surface curve
- Basic law of filtration
- Basic dependencies for free-flow movement of groundwater
- Special cases of groundwater movement
- Groundwater inflow to vertical wells
- Horizontal drainage
- Inflow to pits during construction work
- Filtering from channels
- Filtration through earth dams
- Filtration under hydraulic structures
- Filtration bypassing hydraulic structures (according to V.I. Aravin)
Chapter 13. Fluid movement with variable flow rate
- Basic equation
- Free surface shape in open channel
- Special cases of fluid motion with variable flow rate
Chapter 14. Unsteady motion
- Wind waves and their impact on hydraulic structures
- Main characteristics of waves in open waters
- Wave impacts on vertical barriers
- Wave impacts on steeply inclined obstacles
- Wave impacts on slope-type structures
- Wave effects on free-standing supports
- Impact of wind waves on natural coastal slopes
- Waves in open diversion channels of a hydroelectric power station
- Water hammer
- Basic quantities
- Initial conditions for calculating water hammer
- Analytical calculation of impact pressure
- Graphic calculation of impact pressure
- Surge tanks
- Preliminary remarks
- Basics of hydraulic calculation of tanks
- Determination of the minimum tank area
- Analytical calculation of level fluctuations in surge tanks
- Graphic calculation of level fluctuations in surge tanks
- Calculation of level fluctuations in surge tanks under conditions of constant unit power
Chapter 15. Hydraulic machines
- Turbines
- Vane pumps
Chapter 16. Hydraulic Modeling
- Brief Introduction to Hydraulic Modeling
- Buckingham's theorem (Piteorem)
- Simulation of flows in pressure water pipelines
- Simulation of uniform flows in open channels
- Special Issues in Hydraulic Modeling
Download for free "Kiselev P.G. Handbook of hydraulic calculations" (312 pages) in good quality you can use the link below:
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The fourth edition of the “Handbook of Hydraulic Calculations,” like all previous ones, is a summary of basic formulas, definitions, experimental coefficients, auxiliary tables and graphs useful in making hydraulic calculations. The text is limited to brief explanations necessary to facilitate the use of the material collected in the reference book.
The book is a guide for designing canals and structures of various water management systems and contains, in addition to information on hydraulics, brief information from the field of hydraulic structures and hydraulic machines.
The book is intended for engineers, technicians, students and other people working in the field of hydraulic engineering, in particular in the field of water energy use.
Size: 14.3 MB
Format: djvu
Download the book from letitbit.net
Download the book from depositfiles.com
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Terms often found in hydraulics literature.
Mathematical notation.
Greek alphabet.
Latin alphabet.
Chapter first. Tables. Various supporting data.
1-1. Square and cube roots of some numbers.
1-2. Elliptic integrals of the 1st kind.
1-3. Frequently occurring quantities and ratios.
1-4. Values of g for some places on the globe.
1-5. Basic systems of units of measurement of physical quantities.
1-6. The relationship between the units of the MKGSS system and the units of the International system and units of other systems.
1-7. Relative weight of liquids.
1-8. Weight of 1 m3 of solids.
1-9. Density and relative weight.
1-10. Compressibility.
1-11. Temperature expansion.
1-12. Viscosity.
Chapter two. Hydrostatic pressure.
2-1. Hydrostatic pressure at a point and its measurement.
2-2. Diagrams of a piezometer (liquid pressure gauge), hydraulic press and cylinder.
2-3. Fluid pressure on a flat figure.
2-4. Fluid pressure on a curved surface.
2-5. Hydrostatic pressure on valves of hydraulic structures.
2-6. Static rotation of liquid.
2-7. Swimming tel.
Chapter three. Basic information about fluid movement.
3-1. Flow, average velocity and flow cross-sectional elements.
3-2. Main types of fluid movement.
3-3. D. Bernoulli's equation (steady motion).
3-4. D. Bernoulli's equation for an elementary stream of flow in a rotating channel
3-5. Piezometric line, energy line, hydraulic and piezometric slopes.
3-6. Energy and flow power.
3-7. Distribution of hydrodynamic pressure in the flow.
3-8. Jets.
3-9. The law of momentum or impulse of forces.
Chapter Four. Hydraulic resistance and velocity distribution along the flow cross section.
4-1. Laminar and turbulent fluid movement.
4-2. Head loss along the length and velocity distribution across the flow cross section.
4-3. Length drag coefficient under turbulent flow conditions.
4-4. Local hydraulic resistance.
4-5. Resistance coefficients in the quadratic region for approximate calculations (according to the recommendation of P. G. Kiselev).
Chapter five. Outflow from holes and nozzles.
5-1. Free outflow into the atmosphere.
5-2. Effect of jet compression.
5-3. Expiration below level.
5-4. Expiration at variable level.
5-5. Calculation of valve openings (outflow from under the valve into the tray).
5-6. Nozzles and short pipes (outflow from holes in a thick wall).
5-7. Calculation of dam discharge.
5-8. Formation of funnels when leaking from holes.
Chapter six. Spillways.
6-1. Designations and basic calculation formula.
6-2. Basic jet shapes.
6-3. Weir with a thin wall (with a sharp crest).
6-4. Weirs of practical profile.
6-5. Spillway with wide threshold
6-6. Oblique spillway and curved spillway.
6-7. Triangular and trapezoidal weirs.
Chapter seven. Pressure conduits.
7-1. Basic formulas and dependencies
7-2. Choice of roughness coefficient when designing pressure water pipelines.
7-3. Calculation of water pipelines.
7-4. Limit non-erosion velocities allowed according to the strength conditions of the material of pressure water pipelines.
7-5. Changes in the capacity of pressure water pipelines during their operation.
7-6. Some problems for calculating water pipelines.
Chapter eight. Uniform movement in open channels (calculation of channels).
8-1. Basic calculation formulas and dependencies.
8-2. Cross-sectional shape of the channel.
8-3. Selection of roughness coefficient.
8-4. Hydraulic calculations of trapezoidal channels.
8-5. Hydraulic calculations of closed-section channels. Special cross-sectional shapes for tunnels.
Chapter Nine. Uneven movement in open channels.
9-1. Basic equation.
9-2. Construction of free surface curves for prismatic channels.
9-3. Uneven movement in channels with constant depth and variable width (V.D. Zhurin’s method).
9-4. Uneven movement in rectangular channels with variable width. Radial flow movement (O. F. Vasiliev’s method).
9-5. Construction of pressure curves in natural channels.
9-6. Hydraulic jump.
9-7. Change of slope.
9-8. Division of consumption.
9-9. Connection of pools.
Chapter ten. Hydraulics of structures.
A. Special cases of hydraulic jump.
10-1. Hydraulic jump in a rectangular inclined channel.
10-2. Hydraulic jump in circular conduits.
10-3. Spatial hydraulic jump in a prismatic channel.
10-4. Jump in a smoothly expanding riverbed
10-5. Hydraulic jump in a narrowing channel.
10-6. Surface hydraulic jump on an inclined drained water body.
B. Fast currents. Multi-stage drop.
10-7. Fast currents of constant width.
10-8. High-speed currents of variable width.
10-9. High-speed currents with increased roughness
10-10. Flow stability and aeration at high speed.
10-11. Pairing the pools behind the fast current.
10-12. Multi-stage drop.
B. Mine spillway
10-13. Mine spillway with a vertical pressure shaft.
G. Siphon spillway.
10-14. Calculation of siphon capacity.
10-15. Calculation of pressure in a section at a turn.
D. Capacity of pressure spillways and outlets. Calculation of pressures and velocities in sections at a turn.
10-16. Effective pressure.
10-17. Recovery difference. Depth of flooding of the bottom hole.
10-18. Calculation of the capacity of pressure spillways located on a ledge
10-19. Calculation of pressures and velocities in sections at the turn of pressure water pipelines.
E. Conjugation of pools with a free discarded jet.
10-20. Range of strings.
10-21. The angle of inclination of the unsupported jet at the ledge alignment.
G. Connection of the tailwaters with dams and combined hydroelectric power stations when releasing a flooded stream from a ledge.
10-22. Critical modes and their calculation.
10-23. Free surface within the range of departure of the flooded jet.
10-24. Hydraulic calculations of ejections at combined hydroelectric power stations.
10-25. Recovery difference.
10-26. Weir ejection.
10-27. Ejection when releasing water through pressure spillways.
3. Blocking the flow with an outline.
10-28. Equilibrium of a stone in a stream.
10-29. Calculation of the frontal overlap of the channel.
10-30. Calculation of pioneer channel blocking.
Chapter Eleven. Sediment movement. Hydraulic transport.
11-1. Basic concepts and hydraulic size.
11-2. Movement of bottom and suspended sediments
11-3. Permissible water flow rates in canals according to non-erosion conditions.
11-4. Calculated dependencies for the critical non-silting velocity in the channel.
11-5. Transporting capacity of pressure flow.
11-6. Determination of hydraulic resistance for pressure flow of hydraulic mixture.
11-7. The main tasks of calculating the pressure movement of hydraulic fluid.
Chapter twelve. Movement of groundwater.
A. The basic law of filtration, equations of motion, formulas for constructing a free surface curve.
12-1. The basic law of filtration.
12-2. Basic dependencies for free-flow movement of groundwater.
B. Special cases of groundwater movement.
12-3. Inflow of groundwater to vertical wells.
12-4. Horizontal drainage.
12-5. Inflow to pits during construction work.
12-6. Filtering from channels.
12-7. Filtration through earthen dams.
12-8. Filtration under hydraulic structures.
12-9. Filtration bypassing hydraulic structures (according to V.I. Aravin).
Chapter thirteen. Fluid movement with variable flow rate.
13-1. Basic equation.
13-2. Free surface shape in an open channel.
13-3. Special cases of fluid motion with variable flow rate.
Chapter fourteen. Unsteady movement.
A. Wind waves and their impact on hydraulic structures.
14-1. Basic characteristics of waves in open water bodies.
14-2. Wave impacts on vertical obstacles.
14-3. Wave impacts on steeply inclined obstacles (90°>a>45°).
14-4. Wave impacts on slope-type structures.
14-5. Wave effects on free-standing supports.
14-6. The impact of wind waves on natural coastal slopes.
14-7. Waves in open diversion channels of a hydroelectric power station.
B. Water hammer.
14-8. Basic quantities.
14-9. Initial conditions for calculating hydraulic shock.
14-10. Analytical calculation of impact pressure.
14-11. Graphic calculation of impact pressure.
B. Surge tanks.
14-12. Preliminary remarks.
14-13. Basics of hydraulic calculation of tanks.
14-14. Determination of the minimum tank area.
14-15. Analytical calculation of level fluctuations in surge tanks.
14-16. Graphic calculation of level fluctuations in surge tanks.
14-17. Calculation of level fluctuations in surge tanks under conditions of constant unit power.
Chapter fifteen. Hydraulic machines.
15-1. Turbines.
15-2. Vane pumps.
Chapter sixteen. Hydraulic modeling.
16-1. Brief introduction to hydraulic modeling.
16-2. Buckingham's theorem (Pi theorem).
16-3. Modeling of flows in pressure conduits.
16-4. Modeling of uniform flows in open channels.