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Hydraulics, hydraulic plumbing, etc cd (2246 pgs)


What do you have for sale (write here): Hydraulics, hydraulic plumbing, etc cd (2246 pgs)
At TopNotchMedia we strive to ensure that the value and benefits of each and every product we sell far exceeds what you pay for it. We are so confident about our products that we even offer a 100% money back satisfaction guarantee.
We are the ONLY seller who offers an advanced navigation system with over 20 themes that allows you to change the look and feel of the software so that you enjoy discovering new things.
* Basic Hydraulics and Hydraulic Plumbing
* Basic Hydraulic Systems and Components
* Design of Hydraulic Steel Structures
* Time History Dynamic Analysis of Concrete Hydraulic Structures
* Hydraulic Design of Flood Control Channels
* Hydraulic Design of Lock Culvert Valves
* Hydraulic Design of Navigation Dams
* Hydraulic Design of Navigation Locks
* Hydraulic Design of Reservoir Outlet Works
* Hydraulic Design of Small Boat Harbors
* Hydraulic Design of SpillWays
* Inspection, Evaluation, and Repair of Hydraulic Steel Structures
* Lubricants and Hydraulic Fluids
* Strength Design for Reinforced-Concrete Hydraulic Structures
Everything listed is included on this great CD.
Easy to Use CD Setup and Navigation
* Lots of information and quality features professionally presented on this CD.
* You can even PRINT the courses and manuals so you can enjoy it away from the computer.
* You can change the look and feel of our great software with 20+ NAVIGATION SYSTEM THEMES.
* A powerful BROWSE, INDEX, and SEARCH ENGINE is built into the software for easy navigation.
* User friendly CD setup menu is included which will automatically run when placed in your computer.
* You can run the software directly from the CD to save hard drive space or use the PROFESSIONAL INSTALLER included to install the software to your computer so you will never need to insert the CD again to run things.
* All versions of Windows are supported, Win 95/98/Me/NT/2000/XP/2003.
*** Lots of information and diagrams, more details
of each course and manual are below ***
Basic Hydraulics and Hydraulic Plumbing (76 Pages)
Army Correspondence Course Program, August 1994
Appendix A. Proof Testing of Hose Assemblies
Basic Hydraulic Systems and Components (67 Pages)
Army Correspondence Course Program, September 1994
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
Design of Hydraulic Steel Structures (50 Pages)
Department of the Army, U.S. Army Corps of Engineers, May 1994
Chapter 2. General Considerations
Deviations from Prescribed Design
Chapter 3. Load and Resistance Factor Design
Chapter 4. Allowable Stress Design
HSS Types: Modifications for Allowable Stresses
Chapter 5. Connections and Details
Appendix B. Load and Resistance Factor Design
Appendix F. Vertical Lift Gates
Appendix G. Hydroelectric and Pumping Plants
Appendix H. Flood Closure Structures
Appendix I. Miscellaneous Hydraulic Steel Structures
Time History Dynamic Analysis of Concrete Hydraulic Structures (401 Pages)
Department of the Army, U.S. Army Corps of Engineers, December 2003
Time History Dynamic Analysis of Concrete Hydraulic Structures
Hydraulic Design of Flood Control Channels (183 Pages)
Department of the Army, U.S. Army Corps of Engineers, June 1994
Preliminary Investigations for Selection of Type of Improvement
Chapter 2. Open Channel Hydraulic Theory
Section II - Channel Characteristics
Channel Roughness, Shape, Alignment, and Gradient
Section III - Design Guidance for Stone Size
Revetment Top and End Protection
Section IV - Revetment Toe Scour Estimation and Protection
Revetment Toe Protection Methods
Revetment Toe Protection Design
Section V - Ice, Debris, and Vegetation
Chapter 4. Special Features and Considerations
Hydraulic Jump in Open Channels
Chapter 5. Methods For Predicting N Values For the Manning Equation
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
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
Hydraulic Design of Lock Culvert Valves (59 Pages)
Department of the Army, U.S. Army Corps of Engineers, August 1975
Typical Filling and Emptying System
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
Hoist Loads due to Flowing Water
Chapter 5. Recesses For Unwatering Bulkheads
Appendix A. Cavitation At Lock Culvert Valves
Appendix B. Lock Filling Program
Hydraulic Design of Navigation Dams (193 Pages)
Department of the Army, U.S. Army Corps of Engineers, May 1987
Other Guidance and Design Aids
Design Memorandum Presentations
Section II - Typical Navigation Projects
Supplemental Project Components
Section III - Special Considerations
Chapter 2. Project Identification
Section I - Navigation Systems
Channel Discharge Rating Curves
Navigation Pool Level Stability
Chapter 4. Project Layout (siting of Structures)
Spillway Capacity for High-Head Dams
Spillway Capacity for Low-Head Dams
Discharge Rating Curves for Gated, Broad
Section II - Design of Other Appurtenances
Low-Flow and Water Quality Releases
Chapter 6. Project Construction
Cofferdam Preflooding Facilities
Example Determination of Cofferdam
Section I - Normal Spillway Operations
Maintenance of Navigation Pool Levels
Section II - Special Spillway Operations
Chapter 8. Repair and Rehabilitation
Typical Repair and Rehabilitation Items
Repair and Rehabilitation Model Studies
Appendix A. Bibliography and Selected References
Appendix C. Navigation Dam Model and Prototype Study Data
Appendix D. Typical Spillway Optimization Study
Hydraulic Design of Navigation Locks (143 Pages)
Department of the Army, U.S. Army Corps of Engineers, June 1995
Section II - Technical Coordination
Automatic Data Processing (ADP
Design Memorandum Presentations
Section III - Project Function
Chapter 2. Project Identification
Section II - Navigation System Characteristics
Section IV - Chamber Alternatives
Section V - Foundation and Structure Concerns
Section I - Filling and Emptying
Section II - Appurtenant Concerns
Chapter 4. Filling-and-emptying Feature Design
Section I - Preliminary Calculations
Section II - Very-Low-Lift Designs
Section III - Culvert-to-Chamber Systems
Section VI - Filling-and-Emptying Valve Systems
Contracting and Expanding Systems
Chapter 5. Special Hydraulic Study Topics
Section II - Steady Flow in Lock Culverts
Energy-Loss Coefficient Values
Section III - Lock Filling and Emptying
Valve Hydraulic Characteristics
Section VI - Low Pressure Effects
Section VII - Air Inflow and Outflow Devices
Section VIII - Vorticity at Intakes
Chapter 6. Hydraulic Model Studies
Model and Prototype Similarities
Section II - Prototype Expectations
Section III - CE-Sponsored Hydraulic Model and Prototype Studies
Chapter 7. Other Hydraulic Design Features
Section VI - Ice Control at Locks
Considerations for Rehabilitation and New Construction
Section VII - Repair and Rehabilitation
Section VIII - Environmental Concerns
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
Hydraulic Design of Reservoir Outlet Works (201 Pages)
Department of the Army, U.S. Army Corps of Engineers, October 1980
Other Guidance and Design Aids
Design Memorandum Presentations
Section II - Project Functions and Related Studies
Section II - Conduits Flowing Partially N
Discharge Controls for Partially Full Flow
Section III - Conduits Flowing Full
Exit Portal fiessure Grade-Line Location
Hydraulic Grade Line and Energy Grade Line
Chapter 3. Sluices For Concrete Gravity Dams
Section I - Basic Considerations
Section III - Gate Passage, Gates, and Valves
Section IV - Sluice Outlet Design
Chapter 4. Outlet Facilities For Emb~kment Dams
Section I - Basic Considerations
Conduits and Tunnels for Embankment Dams
Section II - Intake and Gate Facilities
Intake Tower Versus Central Control Shaft
Combined Intake and Gate Structure
Underground Control Structures
Selection of Entrance Shape for Design
Hydraulic Load for Vertical-Lift Gates
Vibration of Cable-Suspended Gates
Entrance and Intake Transitions
Chapter 5. Energy Dissipation and Downstream Channel Protection
Section I - Energy Dissipators
Hydraulic-Jump Type Stilling Basins
Chapter 6. Selective Withdrawal Structures
Hydraulic Design of Small Boat Harbors (132 Pages)
Department of the Army, U.S. Army Corps of Engineers, September 1984
Sediment Budget and Channel Shoaling
Design Life, Level of Protection, and Design Conditions
Hydraulic Design of SpillWays (170 Pages)
Department of the Army, U.S. Army Corps of Engineers, August 1992
Other Guidance and Design Aids
Design Memorandum Presentation
Section II - Spillway Function, Classification, and Related Studies
Section II - Spillway Discharge
Hydraulic and Energy Grade Lines
Mean Spillway Pressure Computation
Section IV - Spillway Energy Loss
Energy Loss for Fully Developed Turbulent Boundary Layer Flow
Turbulent Boundary Layer Development Energy Loss
Section V - Hydraulic Jump Energy Dissipator
Hydraulic Jump Type Energy Dissipator
Section II - Crest Characteristics
Section III - Spillway Piers, Abutments, and Approach
Section IV - Spillway Crest Pressures
Controlled and Uncontrolled Crests
Section V - Upper Nappe Profile
Section I - Basic Considerations
Convergent and Divergent Chutes
Invert and Water Surface Profile
Chapter 5. Specialized Spillways
Section I - Side Channel Spillways
Section II - Limited Service Spillways
Section IV - Labyrinth Spillway
Section V - Box Inlet Drop Spillways
Section I - Basic Considerations
Section V - Specialized Energy Dissipators
Inspection, Evaluation, and Repair of Hydraulic Steel Structures (133 Pages)
Department of the Army, U.S. Army Corps of Engineers, December 2001
Chapter 2. Causes of Structural Deterioration
Chapter 3. Periodic Inspection
Critical Members and Connections
Chapter 4. Detailed Inspection
Discontinuity Acceptance Criteria for Weldments
Chapter 5. Material and Weld Testing
Selection of Samples from Existing Structure
Chapter 6. Structural Evaluation
Fracture Behavior of Steel Materials
Linear-Elastic Fracture Mechanics
Elastic-Plastic Fracture Assessment
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 of Fracture and Fatigue Evaluation
Structural Steels Used on Older Hydraulic Steel Structures
Chapter 8. Repair Considerations
Lubricants and Hydraulic Fluids (187 Pages)
Department of the Army, U.S. Army Corps of Engineers, February 1999
Chapter 2. Lubrication Principles
Hydrodynamic or Fluid Film Lubrication
Extreme Pressure (EP) Lubrication
Elastohydrodynamic (EHD) Lubrication
Characteristics of Lubricating Oils
Oil Classifications and Grading Systems
Chapter 6. Nonfluid Lubrication
Self-Lubricating Bearings for Olmsted Wicket Gates Prototype Tests
Chapter 7. Lubricant Additives
Performance-Enhancing Additives
Lubricant Protective Additives
Chapter 8. Environmentally Acceptable Lubricants
Definition of Environmentally Acceptable (EA) Lubricants
Properties of Available EA Products
Environmentally Acceptable Guidelines
Changing from Conventional to EA Lubricants
Calculation of Bearing Lubrication Interval
Chapter 11. Lubrication Applications
Turbines, Generators, Governors, and Transformers
Gears, Gear Drives, and Speed Reducers
Trashrake Systems and Traveling Water Screens
Navigation Lock Gates, Culvert Valves, and Dam Gates
Information Sources for Lubricants
Chapter 12. Operation and Maintenance Considerations
Transformer and Circuit Breaker Insulating Oil Degradation
Oil Purification and Filtration
Chapter 13. Lubricant Specifications and Selection
Department of the Army, U.S. Army Corps of Engineers, October 1993
Needs for River Hydraulic Studies
Chapter 2. Introduction to River Hydraulics
Flow Dimensionality Considerations
Classification of Flow Profiles
Basic Principles of River Hydraulics
Chapter 3. Formulating Hydraulic Studies
Overview of Techniques for Conducting
Analysis of Hydraulic Components
Calibration of Hydraulic Analysis
Guidelines for Analytical Model
Chapter 4. Multidimensional Flow Analysis
Limitations of One-Dimensional
Two-Dimensional Flow Conditions
Steady Versus Unsteady Flow Models
Conditions that Require Unsteady Flow Analysis
Steps to Follow in Modeling a River System
Example Applications of Unsteady Flow Models
Section II - Theory of Routing Models
Accuracy of Approximate Hydraulic Models
Chapter 6. Steady Flow - Water Surface Profiles
Example of Steady Flow Water Surface
Section II - Data Requirements
Introduction to Data Requirements
Section III - Model Development
Model Calibration and Verification
Introduction to Special Problems
Chapter 7. Water Surface Profiles With Movable Boundaries
Similarities and Differences Between Fixed and Mobile Bed Computations
Section II - Theoretical Basis
Section III - Data Requirements
Section IV - Model Confirmation and Utilization
Development of Base Test and Analysis of Alternatives
Scour and Deposition in Rivers and Reservoirs (HEC)
Open Channel Flow and Sedimentation (TABS)
Study Planning and Reporting Development of the Hydraulic Study Work Plan
Hydrologic Engineering Study Checklist
Example Detailed Hydrologic Engineering Management Plan for a Feasibility Study
Generic Hydraulic Study Work Plan for Unsteady, Gradually-Varied Flow Analysis (TABS
Appendix D. River Modeling - Lessons Learned
Section I - Defining River Geometry
Subject Paragraph Page Developing Cross-Sectional Data to Define Flow Geometry
Developing Cross-Sectional Data to Satisfy Requirements of the Analytical Method
Reviewing Computed Results to Determine Adequacy of Cross-Sectional Data
Other Considerations in Developing Cross-Sectional Data
Modeling Flow Geometry at Structures
Survey Methods for Obtaining Cross Sections and Reach Lengths
Section II - Energy Loss Coefficients
Variation of Mannings n with River Conditions
Contraction and Expansion Losses
Strength Design for Reinforced-Concrete Hydraulic Structures (75 Pages)
Department of the Army, U.S. Army Corps of Engineers, June 1992
Chapter 2. Definition and Forcing Functions of Estuaries
Section II - Classification of Estuaries
Classification by Salinity Structures
Section III - Tides and Other Long Waves
Section IV - Winds and Wind-Generated Waves
Section VI - Changes in Sea Level
Chapter 3. Hydrodynamic Analysis of Estuaries
Section I - Factors Influencing Hydrodynamics
Chapter 4. Sedimentation Analysis of Estuaries
Impact of Tidal Flow and Geometry
Chapter 5. Design Considerations
Section III - Siting of Control Works
Estuarine Breakwaters and Jetties
Section IV - Maintenance Dredging
Vertical Mixers and Air Bubblers
Chapter 6. Environmental Considerations
Dredging Effects Considerations
Environmental Data Collection and Analysis
Checklist of Environmental Studies
Appendix B. Field Data Considerations
Appendix C. Numerical Model Investigation of the Savannah River Estuary
Appendix D. Estuarine Sedimentation Analysis
Appendix E. Excerpts From Lessons Learned
Appendix F. A Selected Compilation of Tidal Hydraulic Model Investigations
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Hydraulics, hydraulic plumbing, etc cd (2246 pgs)