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 International money order or any money order cashable in Canada is accepted. (this posting is the responsibility of the poster) |
Raul.Beach@dfwind.com (Raul Beach)
for more information. All emails will be forwarded to the poster's actual email address.