Hydraulic Fluid Power Valve Pump Training Repair Manual Course Books CD

Intro to Hydraulics COURSE manual (174 page course book)

• CHAPTER 1. Hydraulic Basics
• Pressure and Force
• Pascal's Law
• Flow, Velocity, Flow Ration
• Energy, Work, and Power
• CHAPTER 2. Hydraulic Systems.
• Basic Systems
• Hydraulic Jack
• Motor-Reversing Sytems
• Open and Closed Center Systems
• Color Coding
• Leakage, Seals, etc.
• CHAPTER 3. Pumps
• Pump Classifications
• Performance
• Displacement
• Slippage
• Designs
• Gear Pumps, etc
• CHAPTER 4. Hydraulic Actuators
• Cylinders
• Construction
• Application
• Maintenance
• Hydraulic Motors
• CHAPTER 5. Valves
• Pressure Control Valves
• Directional Control Valves
• Flow Control Valves
• Valve Installation
• Valve Failures and Remedies
• Valve Assembly
• CHAPTER 6. Circuit Diagrams and Troubleshooting
• Hydraulic Circuit Diagrams
• USASI Symbols
• Typical Mobile Circuits
• Troubleshooting
• CHAPTER 7. Electrical Devices: Troubleshooting and Safety
• Hydraulics and Electricity
• Troubleshooting Electrical Devices
• Ground
• Safety

• Chapter 1. Introduction
• Purpose
• Applicability
• References
• Background
• Chapter 2. General Considerations
• Limit States
• Corrosion
• Dynamic Loading
• Inspection and Maintenance
• Deviations from Prescribed Design
• Chapter 3. Load and Resistance Factor Design
• General
• Design Basis
• Strength Requirements
• Reliability Factors for HSS
• Serviceability Requirements
• Fatigue and Fracture Control
• Chapter 4. Allowable Stress Design
• General
• Design Basis
• Load and Stress Requirements
• HSS Types: Modifications for Allowable Stresses
• Serviceability Requirements
• Fatigue and Fracture Control
• Chapter 5. Connections and Details
• General
• Design Considerations
• Bolted Connections
• Welded Connections
• Appendix A. References
• Appendix B. Load and Resistance Factor Design Criteria for Miter Gates
• Appendix C. Tainter Gates
• Appendix D. Tainter Valves
• Appendix E. Bulkheads and Stoplogs
• Appendix F. Vertical Lift Gates
• Appendix G. Hydroelectric and Pumping Plants
• Appendix H. Flood Closure Structures
• Appendix I. Miscellaneous Hydraulic Steel Structures

• Lesson 1. Basic Hydraulics
• Lesson 2. Hydraulic Plumbing

In this lesson you will learn how hydraulic structures are designed to withstand earthquake forces in critical applications.
 

• Chapter 1. Introduction
  Purpose, Scope, References, Explanation of Terms, Channel Classification, Preliminary Investigations for Selection of Type of Improvement
• Chapter 2. Open Channel Hydraulic Theory
  Physical Hydraulic Elements, Hydraulic Design Aspects, Flow Through Bridges, Transitions, Flow in Curved Channels, Special Considerations, Stable Channels
• Chapter 3. Riprap Protection
• Section I - Introduction, General, Riprap Characteristics
  Section II - Channel Characteristics, Side Slope Inclination, Channel Roughness, Shape, Alignment, and Gradient
• Section III - Design Guidance for Stone Size, General, Design Conditions, Stone Size, Revetment Top and End Protection
• Section IV - Revetment Toe Scour Estimation and Protection, General, Revetment Toe Protection Methods, Revetment Toe Protection Design, Delivery and Placement
• Section V - Ice, Debris, and Vegetation, Ice and Debris, Vegetation
• Section VI - Quality Control, Quality Control
• Chapter 4. Special Features and Considerations
  Sediment Control Structures, Air Entrainment, Hydraulic Jump in Open Channels, Open Channel Junctions, Hydraulic Model Studies
• Chapter 5. Methods For Predicting N Values For the Manning Equation
  Introduction, Approach, Hydraulic Roughness by Handbook Methods, Base n Values (nb) for Channels, Hydraulic Roughness by Analytical Methods, Composite n Values and Hydraulic Radius, Expansion and Contraction in a 1-D Model, Unforeseen Factors
• Appendix A. References
• Appendix B. Plates
• Appendix C. Notes on Derivation and Use of Hydraulic Properties by the Alpha Method
• Appendix D. Computer Program for Designing Banked Curves for Supercritical Flow in Rectangular Channels
• Appendix E. Theory of Combining Flow at Open Channel Junctions (Confluences
• Appendix F. Report on Standardization of Riprap Gradations
• Appendix G. Velocity Estimation Based on Field Observations
• Appendix H. Examples of Stone Size Calculations
• Appendix I. Notation

• Chapter 1. Introduction
  Purpose, Applicability. References. Typical Filling and Emptying System, Types of Lock Valves

• Chapter 2. Air in Culvert Systems
  Experience with Air in Culvert System, Recent Field Tests of Cavitation Conditions, Selection of Elevation for Culvert Valves, Conclusions and Recommendations Regarding, Admission of Air into Culvert System, Design of Air Vents

• Chapter 3. Hoist Loads
  Hoist Loads due to Flowing Water, Tainter Valves, Interpretation of Data, Horizontally Framed Valve, Double Skin-Plate Valve, Vertically Framed Valve, General Comments, Total Hoist Loads, Peak Head Across Valve

• Chapter 4. Valve Seals
  General, Bottom Seals, Side Seals. Top Seals

• Chapter 5. Recesses For Unwatering Bulkheads
  General, Bulkhead Recesses, Location of Bulkhead Recesses

• Appendix A. Cavitation At Lock Culvert Valves

• Appendix B. Lock Filling Program

• Appendix C. Design Examples

BASIC HYDRAULIC SYSTEMS AND COMPONENTS COURSE MANUAL (67 Pages)

After completing this course, you will demonstrate a knowledge of the basic components of the hydraulic system, including the devices which actuate, discharge, and control the flow of hydraulic fluid and those devices which sense, control, and limit hydraulic pressure

• Lesson 1. Hydraulic Reservoirs, Filters, Pumps, Accumulators, and Motors

• Lesson 2. Basic Construction and Operation of Hydraulic Actuating Devices, Flow Control, and Directional Devices

• Lesson 3. Hydraulic Pressure-limiting, Controlling, and Sensing Devices

BASIC HYDRAULIC SYSTEMS AND COMPONENTS  COURSE MANUAL (193 Pages)

This course provides guidance on engineering procedures for the hydraulic design of navigation dams.

• Chapter 1. Introduction
  Section I - General
  Purpose, Applicability, References, Bibliography, Symbol, Other Guidance and Design Aids, WES Capabilities and Services, Design Memorandum Presentations
  Section II - Typical Navigation Projects
  Navigation Dams, Basic Project Components, Supplemental Project Components
  Section III - Special Considerations, Safety, Environmental, Aesthetics

• Chapter 2. Project Identification
  Section I - Navigation Systems
  Section II - Project Purposes
  Section III - Project Studies
  Project Water Requirements, Pool Levels, Pool Storage, Environmental, Foundations

• Chapter 3. Project Parameters
  Section I - Hydrology
  Basin Description, Hydrologic Data, Hydrologic Data Sources, Hydrologic Model, Flow Computations
  Section II - Hydraulics
  Channel Discharge Rating Curves, Water-Surface Profiles, Specific Profile Uses, Navigation Pool Level Stability
  Section III - Sedimentation
  Problems, Sediment Data Needs, Sedimentation Study, Analysis Tool, Sediment Control Measures
  Section IV - Ice Conditions

• Chapter 4. Project Layout (siting of Structures)
  Upper Pool Elevation, Navigation Considerations, Foundations, Sediment Movement, Channel Rectification, Channel Stabilization

• Chapter 5. Project Design
  Section I - Spillway Design
  Crest Design, Spillway Capacity for High-Head Dams, Spillway Capacity for Low-Head Dams, Pool Tailwater Relationships, Pool Elevations, Discharge Rating Curves for Gated, Broad, Crested Weirs, Overflow Embankments, Stilling Basin Design, Approach Area, Exit Area, Spillway Gates, Gate Types and Selection, Tainter Gate Design, Vertical-Lift Gate Design, Spillway Piers, Abutments
  Section II - Design of Other Appurtenances
  Navigable Passes, Low-Flow and Water Quality Releases, Fish Passage Facilities, Ice Control Methods
  Section III - Model Studies
  Section IV - Example Design

• Chapter 6. Project Construction
  Section I - General
  Flow Diversion Schemes, Maintenance of Navigation, Construction Phases
  Section II - Cofferdams
  General Schemes, Cofferdam Heights, Cofferdam Preflooding Facilities, Example Determination of Cofferdam, Heights, Scour Protection
  Chapter 7. Project Operation
  Section I - Normal Spillway Operations
  Maintenance of Navigation Pool Levels, Low-Flow Periods, Flood Flow Periods, Ice and Debris Passage
  Section II - Special Spillway Operations
  Purpose, Loss of Scour Protection, Operator Error, Equipment Malfunction, Spillway Maintenance, Emergency Operation
  Chapter 8. Repair and Rehabilitation
  General, Design Life, Modernization Features, Typical Repair and Rehabilitation Items, Scour Protection, Repair and Rehabilitation Model Studies

• Appendix A. Bibliography and Selected References

• Appendix B. Notation

• Appendix C. Navigation Dam Model and Prototype Study Data

• Appendix D. Typical Spillway Optimization Study

• Chapter 1. Introduction
  Section I - General, Purpose, Applicability, References, Bibliography, Symbols, Other Guidance and Design Aids. WES Capabilities and Services, Design Memorandum Presentations, Classification of Conduits,
  Section II - Project Functions and Related Studies

• Chapter 2. Hydraulic Theory
  Section I - Introduction, General. Basic Considerations
  Section II - Conduits Flowing Partially Full, General, Discharge Controls for Partially Full Flow, Flow Profiles,
  Section III - Conduits Flowing Full, General, Exit Portal fiessure Grade-Line Location
  Section IV - Gradients, General, Hydraulic Grade Line and Energy Grade Line, Mean Pressure Computation
  Section V - Energy Losses, General, Surface Resistance (Friction), Form Resistance
  Section VI - Cavitation, General, Theory, Design Practice, Preventive Measures, Boundary Layer, Air Demand, Air Flow

• Chapter 3. Sluices For Concrete Gravity Dams
  Section I - Basic Considerations, Location, Size, Shape, ad Number, Elevation and Alignment
  Section II - Sluice Intakes, General, Trash Protection, Entrance Curves, Intake Energy Losses
  Section III - Gate Passage, Gates, and Valves, General, Gate Types, Control Valves, Metering Devices, Gate Passageway Requirements, Gate Slots, Gate Recess, Gate Seats, Steel Liners, Air Vents, Section IV - Sluice Outlet Design, General Considerations, Exit Portal Constructions, Sluice Eyebrow Deflectors

• Chapter 4. Outlet Facilities For Emb~kment Dams
  Section I - Basic Considerations, Approach Channel, Conduits and Tunnels for Embankment Dams
  Section II - Intake and Gate Facilities, Intake Structures, Intake Tower Versus Central Control Shaft, Submerged Intakes, Combined Intake and Gate Structure, Underground Control Structures, Downstream Control Structures, Gate Passageway Requirements, Low-Flow Releases
  Section III - Entrance Shapes, General, Selection of Entrance Shape for Design, Linear Sidewall or Pier Flare
  Section IV - Control Gates, General, Gate Lip Geometry, Vertical-Lift Gate Discharge, Computations, Commercial Gates, Hydraulic Load for Vertical-Lift Gates, Vibration of Cable-Suspended Gates
  Section V - Transitions, General, Entrance and Intake Transitions, In-Line Transitions, Exit Transition

• Chapter 5. Energy Dissipation and Downstream Channel Protection
  Section I - Energy Dissipators, General, Hydraulic-Jump Type Stilling Basins, Low-Head Structures
  Section II - Outlet Channel, General, Riprap, Side-Slope Erosion

• Chapter 6. Selective Withdrawal Structures
  Types, Design, FloW Regulation, Model Investigations

• Chapter 1. Introduction
  Section I - General, Purpose, Scope, Applicability, References, Explanation of Terms, Technical Data
  Section II - Technical Coordination, General, Automatic Data Processing (ADP, WES Capabilities and Services, Design Memorandum Presentations
  Section III - Project Function, General, Primary Components, Special Needs, Classification Systems, CE Lock Operating Experience
• Chapter 2. Project Identification
  Section I - Design Management, General, Design Constraints, Incremental Effects, General Studies
  Section II - Navigation System Characteristics, Information and Data Required, Waterway, Vessels, Commodities
  Section III - Transit Time, Definition, Evaluation, Chamber Performance, Application
  Section IV - Chamber Alternatives
  General, Number of Parallel Chambers, Chamber Dimensions, Chamber Types
  Section V - Foundation and Structure Concerns, Hydraulic Loading, Chamber Structure, Guide and Guard Walls, Other Structures
• Chapter 3. Hydraulic Features
  Section I - Filling and Emptying, Project Type, Design Type, Lateral Culverts, Features, Recent Designs
  Section II - Appurtenant Concerns, General, Navigation Aids, Surge Reduction, Impact Barriers, Water Saving, Dewatering, Emergency Closure, Debris Control, Ice Control
• Chapter 4. Filling-and-emptying Feature Design
  Section I - Preliminary Calculations, General, Sill Spacing Parameters, Sill Spacing, Location of Intake Structures, Lock Filling, Chamber Depth, Sill Elevation, Sill Elevation Guidance, Location of Outlet Structures, Typical Outlet Locations
  Section II - Very-Low-Lift Designs, General, Sector Gate Design Concept, Hydraulic Evaluation, Side-port Flume (SPF) Designs
  Section III - Culvert-to-Chamber Systems, General, Chamber Port Arrangements, Flow Passage Areas, Chamber Ports, Baffles
  and Manifolds
  Section IV - Outlet Systems, General, Design Types
  Section V - Intakes, General, Design Types
  Section VI - Filling-and-Emptying Valve Systems, General, Valve Sizing, Valve Siting
  Section VII - Culvert Layouts, General, Contracting and Expanding Systems, Other Transitions
• Chapter 5. Special Hydraulic Study Topics
  Section I - Introduction, Baseline Analysis, Baseline Constraints, Analysis Results
  Section II - Steady Flow in Lock Culverts, Discharge, Energy Loss Coefficient, Individual Losses, Reynolds Number, Energy-Loss Coefficient Values
  Section III - Lock Filling and Emptying, General Features, Valve Operation, Lock Coefficient, Operation Time Estimates, Basis For Numerical, Simulations, Mathematical Aids
  Section IV - Culvert Features, Goals, Improved Performance, Evaluation
  Section V - Valve Hydraulic Characteristics, Design Concerns, Valves With Expansions, Downstream
  Section VI - Low Pressure Effects, General Concerns, Reverse Tainter Valves
  Section VII - Air Inflow and Outflow Devices, High-Lift Lock Air Vents, Low-Lift Lock Air Vents
  Section VIII - Vorticity at Intakes, General, Evaluation
  Section IX - Energy Dissipation at Outlets, Conditions, Options
• Chapter 6. Hydraulic Model Studies
  Section I - Introduction
  General, Purpose of Model Study, Scales, Model and Prototype Similarities, Model Construction, Instrumentation, Pressure Measurements
  Section II - Prototype Expectations, General, Revisions to Scaled Values
  Section III - CE-Sponsored Hydraulic Model and Prototype Studies, Database
  Chapter 7. Other Hydraulic Design Features
  Section I - Surge Reduction, Scope, Solutions, Computational Aids
  Section II - Impact Barriers, Purpose
  Section III - Water Saving, Water Supply, Design Needs
  Section IV - Dewatering, Concerns, Coordination
  Section V - Emergency Closure, General Emergency Situations, Consequences of Pool Loss, Preliminary Studies, Types of Closure Systems, Design Loadings
  Section VI - Ice Control at Locks, Types of Ice, Ice Problems, Air Screen, Lock Wall De-icing, Lock Gate and Valve De-icing, Considerations for Rehabilitation and New Construction
  Section VII - Repair and Rehabilitation, Purpose and Scope, Reliability Improvement, Efficiency Improvement, Threshold Amounts, Typical Study Items
  Section VIII - Environmental Concerns, Effect of Lock, Water Quality, Recreational Craft, Facility Alternatives, Second Lock Chamber
• Appendix A. References
• Appendix B. Inventory of Existing Locks
• Appendix C. Lock Hydraulic System Model and Prototype
• Appendix D. Design of Side-Port Systems
• Appendix E. Design of High-Lift Locks
• Appendix F. Computer Runs
• Appendix G. Mechanical Lifts
• Appendix H. Notation

• Chapter 1. Introduction
  Purpose, Applicability, Distribution, References, Background, Mandatory Requirements

• Chapter 2. Causes of Structural Deterioration
  Corrosion, Fracture, Fatigue, Design Deficiencies, Fabrication Discontinuities, Operation and Maintenance, Unforeseen Loading

• Chapter 3. Periodic Inspection
  Purpose of Inspection, Inspection Procedures, Critical Members and Connections, Visual Inspection, Critical Area Checklist, Inspection Intervals

• Chapter 4. Detailed Inspection
  Introduction, Purpose of Inspection, Inspection Procedures, Inspector Qualifications, Summary of NDT Methods, Discontinuity, Acceptance Criteria for Weldments

• Chapter 5. Material and Weld Testing
  Purpose of Testing, Selection of Samples from Existing Structure, Chemical Analysis, Tension Test, Bend Test, Fillet Weld Shear Test, Hardness Test, Fracture Toughness Test

• Chapter 6. Structural Evaluation
  Purpose of Evaluation, Fracture Behavior of Steel Materials, Fracture Analysis, Linear-Elastic Fracture Mechanics, Elastic-Plastic Fracture Assessment, Fatigue Analysis, Fatigue Crack-Propagation, Fatigue Assessment Procedures, Evaluation of Corrosion Damage, Evaluation of Plastically Deformed Members, Development of Inspection Schedules, Recommended Solutions for Distressed Structures

• Chapter 7. Examples and Material Standards
  Determination of Fracture Toughness, Example Fracture Analysis, Example Fatigue Analysis, Example of Fracture and Fatigue Evaluation, Structural Steels Used on Older Hydraulic Steel Structures

• Chapter 8. Repair Considerations
  General, Corrosion Considerations, Detailing to Avoid Fracture, Repair of Cracks, Rivet Replacement, Repair Examples

• Chapter 1. Introduction
  Purpose and Scope, Applicability, References, Bibliography, Symbols, Terminology, Background

• Chapter 2. Design Factors
  Design Rationale, Typical Project Elements, Physical Data to be Evaluated

• Chapter 3. Design Studies
  General, Typical Engineering Studies, Water Levels and Datums, Waves, Currents, Shoreline Changes, Sediment Budget and Channel Shoaling, Design Vessel or Vessels, Baseline Surveys, Design Life, Level of Protection, and Design Conditions, Channel Width, Channel Depth, Channel Alignment, Turning Basin, Moorage or Anchorage Area, Basin and Breakwater Layout, Breakwater Design, Ice, Dredging and Disposal, Sand Bypassing, Environmental Impacts, Physical Hydraulic Models, Mathematical Models, Lessons Learned, Operation and Maintenance

• Chapter 1. Introduction
  Section I - General, Purpose, Applicability, References, Bibliography, Symbols, Other Guidance and Design Aids, WES Capabilities and Services, Design Memorandum Presentation
  Section II - Spillway Function, Classification, and Related Studies, General, Spillway Function, Spillway Classification, Related Studies
• Chapter 2. Hydraulic Theory
  Section I - Introduction, General, Basic Considerations
  Section II - Spillway Discharge, General, Abutment and Piers, Effect of Approach Flow
  Section III - Gradients, General, Hydraulic and Energy Grade Lines, Mean Spillway Pressure Computation
  Section IV - Spillway Energy Loss, General, Energy Loss for Fully Developed Turbulent Boundary Layer Flow, Turbulent Boundary Layer Development Energy Loss
  Section V - Hydraulic Jump Energy Dissipator, General, Hydraulic Jump Type Energy Dissipator, Sidewall Dynamic Load
  Section VI - Cavitation, General, Cavitation Damage, Cavitation Damage Prevention
• Chapter 3. Spillway Crest
  Section I - Introduction, General
  Section II - Crest Characteristics, General, Crest Shape, Crest Discharge Coefficient
  Section III - Spillway Piers, Abutments, and Approach, General, Contraction Coefficients, Spillway Bay Surge, Spillway Approach
  Section IV - Spillway Crest Pressures, General, Controlled and Uncontrolled Crests
  Section V - Upper Nappe Profile, General, Nappe Profile
• Chapter 4. Spillway Chute
  Section I - Basic Considerations, General, Sidewalls, Convergent and Divergent Chutes
  Section II - Chute Spillways, General, Invert and Water Surface Profile, Invert Pressure
• Chapter 5. Specialized Spillways
  Section I - Side Channel Spillways, General, Crest Design, Channel Design
  Section II - Limited Service Spillways, General, Discharge, Erosion, Control Section
  Section III - Shaft Spillways, General, Morning-Glory Outlet
  Section IV - Labyrinth Spillway, General
  Section V - Box Inlet Drop Spillways, General
• Chapter 6. Crest Gates, General, Tainter Gates, Vertical Lift Gates, Ice and Wave Forces on Gates
• Chapter 7. Energy Dissipators
  Section I - Basic Considerations, General, Design Discharge, Operation
  Section II - Stilling Basins, General, Horizontal Apron Basin, Sloping Aprons, Baffles, End Sills, Sidewalls, Wing Walls, Exit Channel, Abrasion and Cavitation
  Section III - Roller Buckets, General, Bucket Depth and Radius, Slotted Buckets, Exit Channel
  Section IV - Flip Buckets, General, Bucket Geometry, Discharge Considerations, Trajectory Distance, Bucket Pressures, Exit Channel, Miscellaneous
  Section V - Specialized Energy Dissipators, Impact Basin, Baffled Chute

• Chapter 1. Introduction
  Purpose, Application References, General, Mandatory Requirements

• Chapter 2. Friction and Mechanisms of Weareeeeeeeeee
  Friction and Objective of Lubrication, Sliding Friction, Friction and Factors Affecting Friction, Rolling Friction, Wear, Types of Wear.

• Chapter 3. Principles of Lubrication
  Lubrication and Lubricants, Hersey Sribeck Curve, Hydrodynamic Lubrication, Thrust Bearings and Journal Bearings, Boundary Lubrication, Elastohydrodynamic Lubrication, Mixed Lubrication.

• Chapter 4. Lubrication Oil Basics and Production

• Chapter 5. Lubricant Additives

• Chapter 6. Filtration

• Chapter 7. Oil Monitoring and System Sampling and Testing

• Chapter 8. Oil Storage, Handling, Disposal, and Safety

• Chapter 9. Turbine Oils

• Chapter 10. Hydraulic Fluids

• Chapter 11. Grease

• Chapter 12. Solid Lubricants and Self Lubricated Materials

• Chapter 13. Environmentally Acceptable Lubricants

• Chapter 14. Gear Lubricants

• Chapter 15. Bearing Lubrication

• Chapter 16. Misc Lubrication Applications

• Chapter 17. Operation, Maintenance, and Selection Considerations

• Chapter 1. Introduction
  Purpose, Scope, Applicability, References, Needs for River Hydraulic Studies, General Methods, Organization
• Chapter 2. Introduction to River Hydraulics
  Introduction, Flow Dimensionality Considerations, Water Waves, Flow Classification, Regimes of Flow, Types of Flow, Classification of Flow Profiles, Basic Principles of River Hydraulics
• Chapter 3. Formulating Hydraulic Studies
  Initial Considerations, Overview of Techniques for Conducting, River Hydraulics Studies, Analysis of Hydraulic Components, Data Requirements, Calibration of Hydraulic Analysis, Models, Guidelines for Analytical Model, Selection
• Chapter 4. Multidimensional Flow Analysis
  Introduction, Limitations of One-Dimensional, Analysis, Equations of Flow, Significance of Terms, Use of Equations of Flow, Two-Dimensional Flow Conditions, Available Computer Programs, Data Requirements, Data Development and Model, Calibration, Example Applications
• Chapter 5. Unsteady Flow
  Section I - Introduction, Introduction, Steady Versus Unsteady Flow Models, Conditions that Require Unsteady Flow Analysis, Geometry
  Controls, Boundary Conditions, Steps to Follow in Modeling a River System, Accuracy of Observed Data, Calibration and Verification, Example Applications of Unsteady Flow Models
  Section II - Theory of Routing Models, Introduction, Unsteady Flow Model, Diffusion Model, Kinematic Wave Model, Accuracy of Approximate Hydraulic Models, Muskingum-Cunge Model, Hydrologic Routing Schemes
• Chapter 6. Steady Flow - Water Surface Profiles
  Section I - Introduction, Scope, Assumptions of the Method, Standard-step Solution, Range of Applicability, Example of Steady Flow Water Surface, Profile Study
  Section II - Data Requirements, Introduction to Data Requirements, Flow Regime, Starting Conditions
  Section III - Model Development, Data Sources, Data and Profile Accuracy, Model Calibration and Verification
  Section IV - Special Problems, Introduction to Special Problems, Bridge Hydraulics, Culvert Hydraulics, Limits of Effective Flow, Channel Controls, River Confluences, Changing Flow Regime, Ice-covered Streams
• Chapter 7. Water Surface Profiles With Movable Boundaries
  Section I - Introduction, Similarities and Differences Between Fixed and Mobile Bed Computations
  Section II - Theoretical Basis, Sediment Transport Functions
  Section III - Data Requirements, General Data Requirements, Geometric Data, Bed Sediment Data, Boundary Conditions Data, Data Sources, Data and Profile Accuracy
  Section IV - Model Confirmation and Utilization, Model Performance, Development of Base Test and Analysis of Alternatives
  Section V - Computer Programs, Introduction, Scour and -ion in Rivers and Reservoirs, Open Channel Flow and Sedimentation
• Appendix A
• Appendix B
• Appendix C
• Appendix D

STRENGTH DESIGN FOR REINFORCED CONCRETE HYDRAULIC STRUCTURES COURSE Manual (138 Pages)

• Chapter 1. Introduction
• Chapter 2. Details of Reinforcement
• Chapter 3. Strength and Serviceability Requirements
• Chapter 4. Flexure and Axial Loads
• Chapter 5. Shear

INSTRUCTIONAL VIDEO ALSO INCLUDED:

Hydraulics, by Chevrolet, Instructional video on the basics of hydraulic principles