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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. Construction, Topographic and Hydrographic Surveying CD * Survey Markers and Monumentation * NAVSTAR Global Positioning System Surveying * Geodetic and Control Surveying * Structural Deformation Surveying * Surveying (Topographic and Geodetic Surveys) * Hydrologic Analysis of Interior Areas * Hydrologic Frequency Analysis * Hydrologic Engineering Requirements for Flood Damage Reduction Studies * Hydrologic Engineering Requirements for Reservoirs 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 *** Photogrammetric Mapping (371 Pages) US Army Corps of Engineers, July 2002 Life Cycle Project Management Integration of Photogrammetric Mapping Throughout the Project Life Manual Development and Proponency Mandatory Requirements of this Chapter Chapter 2: Photogrammetric Accuracy Standards and Classifications Photogrammetric Mapping Standards USACE Photogrammetric Mapping Standard ASPRS Accuracy Standards for Large-Scale Maps Typical Mapping Scales, Contour Intervals, and Accuracy Classifications for USACE Functional Applications Supplemental USACE Photogrammetric Mapping Criteria USACE Orthophoto and Orthophoto Map Accuracy Standards Photogrammetric Mapping Coverage Chapter 3: Photogrammetric Processes Adjustment of Imagery to the Earth Quality Control / Quality Assurance Chapter 4: Photogrammetric Mapping Planning and Cost Estimating Principles Photogrammetric Mapping Project Planning Photo Scale, Contour Interval, and Target Map Scale Determination Photogrammetric Mapping Production Flow Approach to Estimating Detailed Photogrammetric Mapping Project Costs Calculation of Production Hours for Aerial Photography Photo Control Surveying Cost Items Photogrammetric Compilation and Digital Mapping Cost Items Photogrammetric Mapping - Sample Scope of Work and Cost Estimate Radiant Energy and the Electromagnetic Spectrum Chapter 6: Structural Evaluation Ground Control Requirements for Photogrammetric Mapping Chapter 7: Airborne Global Positioning System Techniques Chapter 8: Analytical Aerotriangulation Accuracy and Quality Control Criteria Chapter 9: Stereocompilation Procedures Softcopy Workstations Output Devices Line Map Compilation Procedures Limitation of Orthophotography Chapter 11: Airborne Lidar Topographic Surveying Uses of LIDAR within the Corps Comparisons with Existing Technologies Planning a LIDAR Data Collection Sources of Additional Information Survey Markers and Monumentation (54 Pages) US Army Corps of Engineers, September 1990 Monumentation Comprehensive Plan Chapter 3: Vertical Control - Bench Marks Selection of Monument Type Based on Local Site Conditions Construction and Installation Procedures Naming Vertical Control Monuments Chapter 4: Horizontal Control Monuments Selection of Monument Type Based on Local Site Conditions Construction and Installation Procedures Naming Horizontal Control Monuments Installation of Boundary Monumentation Selection of Monument Type Based on Local Site Conditions Construction and Installation Procedures NAVSTAR Global Positioning System Surveying (469 Pages) US Army Corps of Engineers, July 2003 Chapter 2: Operational Theory of NAVSTAR GPS Chapter 3: GPS Reference Systems Chapter 4: GPS Absolute Positioning Determination Concepts, Errors, and Accuracies Chapter 5: Differential or Relative Positioning Determination Concepts Chapter 6: GPS Applications in Usace Chapter 7: GPS Receiver and Equipment Selection Chapter 8: Planning Data Collection With GPS Chapter 9: Conducting GPS Field Surveys Chapter 10: Post-processing Differential GPS Observational Data Chapter 11: Adjustment of GPS Surveys Chapter 12: Contracting GPS Surveying Services Geodetic and Control Surveying (102 Pages) US Army Corps of Engineers, June 2002 Chapter 2: Control Surveying Applications Geodetic Control Densification Vertical Control Densification Structural Deformation Studies Dynamic Positioning and Navigation Chapter 3: Standards and Specifications For Control Surveying General Procedural Standards and Specifications Cadastral and Real Estate Surveys Topographic Site Plan Mapping Surveys Structural Deformation Surveys Photogrammetric Mapping Control Surveys Chapter 4: Reference Systems and Datum Transformations Universal Transverse Mercator Coordinate System Horizontal Datum Transformations Vertical Datum Transformations Chapter 5: Horizontal Control Survey Techniques Triangulation and Trilateration Bearing and Azimuth Determination Chapter 6: Vertical Control Survey Techniques Chapter 7: Miscellaneous Field Notekeeping and Procedural Requirements Horizontal Control Survey Field Notes Vertical Control Survey Field Notes Topographic Surveying (111 Pages) US Army Corps of Engineers, August 1994 Accompanying Guide Specifications Manual Development and Proponency Chapter 2: Topographic Accuracy Standards USACE Topographic Mapping Standard USACE Horizontal Accuracy Check Chapter 3: Topographic Survey Control Chapter 4: Topographic Survey Techniques Section I. Plane-Table Surveys Plane-Table Three-Point Orientation Plane-Table Equipment Checklist Section II. Electronic Total Station Surveys Total Station Job Planning and Estimating Electronic Theodolite Error Sources Total Survey System Error Sources and How to Avoid Them Modem for Data Transfer (Field to Office) Trigonometric Leveling and Vertical Traversing Trigonometric Leveling Field Procedures Trigonometric Leveling Error Sources Chapter 5: Data Collection Procedures For the Total Station Functional Requirements of a Generic Data Collector Data Collection Operating Procedures Surveyor-Data Collector Interface Summary of Total Station Fieldto Chapter 6: Surveyor Data Collector Interface and Formats Computer-Aided Design and Drafting (CADD) Interface Total Station Data Collection and Input to CADD Overview of Topographic Survey Data Flow Typical Point Descriptors Used in Topographic Surveying Chapter 8: Architect/engineer Contracts Degree of Curve - Arc Definition Degree of Curve - Chord Definition Vertical Curve - Tangent Offset Method Vertical Curve - Equation Method Structural Deformation Surveying (292 Pages) US Army Corps of Engineers, June 2002 Chapter 2: Planning, Design, and Accuracy Requirements Standards for Deformation Surveys Accuracy Requirements for Performing Deformation Surveys Overview of Deformation Surveying Design Monitoring Point Monumentation Chapter 3: Deformation Measurement and Alignment Instrumentation Angle and Distance Measurements Total Station Trigonometric Elevations Global Positioning System (GPS Extension and Strain Measurements Tilt and Inclination Measurements Current Laser Alignment Surveys Suspended and Inverted Plumblines Comparison of Alignment and Plumbline Systems Chapter 4: Sources of Measurement Error and Instrument Calibrations Horizontal Angle Measurement Error Electronic Distance Measurement Error Zenith Angle Measurement Error Refraction of Optical Lines of Sight Equipment for Baseline Calibration Procedures for Baseline Calibration Chapter 5: Angle and Distance Observations-theodolites, Total Stations and Edm Instrument and Reflector Centering Procedures Angle and Direction Observations Electro-Optical Distance Measurement Atmospheric Refraction Correction Chapter 6: Settlement Surveys-precise Differential Leveling Observations Differential Leveling Reductions Total Station Trigonometric Heights Chapter 7: Alignment, Deflection, and Crack Measurement Surveys-micrometer Observations Relative Alignment Deflections from Fixed Baseline Micrometer Crack Measurement Observations Chapter 8: Monitoring Structural Deformations Using the Global Positioning System Section I - Monitoring Structural Deformation with GPS GPS Survey Reporting and Results Section II - GPS Performance on Monitoring Networks Principles of GPS Carrier Phase Measurement GPS Receiving System Performance Sources of Error in GPS Measurements GPS Performance on Monitoring Networks Section III - Data Quality Assessment for Precise GPS Surveying Section IV - GPS Multipath Error Description of Multipath Signals Data Cleaning Techniques for GPS Surveys Chapter 9: Preanalysis and Network Adjustment Sample Adjustment-Yatesville Lake Dam Chapter 10: Relative Distance Ratio Assessment Methods Deformation Monitoring Using Ratio Methods Chapter 11: Analysis and Assessment of Results Chapter 12: Data Presentation and Final Reports Displacement Data Presentation Construction Surveying (238 Pages) Department of the Army, January 1985 US Army Engineer Center and School, November 1997 Lesson 1: Introduction to Surveying Part A: Surveying Career Field Part H: Professional Societies and Manufacturers Lesson 2: Ratios, Proportions, Roots, and Powers Part A: Ratios and Proportions Part E: Theorems for Lines, Angles, and Triangles Part B: Trigonometric Fundamentals Part A: Universal Surveying Instruments Part C: Associated Surveying Equipment Surveying (Topographic and Geodetic Surveys) (264 Pages) US Army Engineer Center and School, October 2001 Lesson 1: Geodesy For the Layman Part D: Connecting Horizontal Datums Lesson 2: Preliminary Survey Operations Part E: Survey Classifications Part K: System Accuracies and Requirements Lesson 3: Horizontal Measurements Part C: Traversing and Traverse Types Part A: Accuracy and Requirements Part B: Precise Differential Leveling Part C: Trigonometric Leveling Lesson 5: Navigational Satellite and Timing Global Positioning System Part A: Global Positioning System Overview Part B: Absolute Precise Positioning Part C: Differential Precise Positioning Part D: Planning Precise-Positioning Surveys Part E: Conducting Precise-Positioning Surveys Part F: Processing Precise-Positioning Survey Data Part G: Adjusting Precise-Positioning Surveys Lesson 6: Airfield Obstruction and Navigational-aid Surveys Part A: Federal Aviation Administration and Federal Aviation Regulation Standards Part B: Airfield Data Accuracy Requirements Hydrologic Analysis of Interior Areas (89 Pages) US Army Corps of Engineers, January 1987 Interdisciplinary Study Requirements Chapter 2: Planning and Design Study Process Chapter 3: Hydrologic Study Strategy Overview of Hydrologic Study Strategy Strategies for Planning Studies Chapter 4: Hydrologic Analysis Procedures Multiple Discrete Event Hethod Stochastic Simulation Procedure Chapter 5: Flood Loss Reduction Measures Physical Measures at Line-of-Protection Physical Measures Remote From Line-of-Protection Study Concepts for Urban and Agricultural Areas Flood Damage Evaluation Concepts Chapter 7: Reporting Requirements Hydrologic Frequency Analysis (149 Pages) US Army Corps of Engineers, March 1993 Need for Hydrologic Frequency Estimates Need for Professional Judgement Selection of Data for Frequency Analysis Chapter 3: Flood Frequency Analysis Log-Pearson Type III Distribution Conditional Probability Adjustment Effects of Flood Control Works on Chapter 4: Low-flow Frequency Analysis Chapter 5: Precipitation Frequency Analysls Available Regional Information Derivation of Flood-Frequency Relations Chapter 6: Stage(Elevation)-Frequency Analysis Computation of Expected Annual Damage Chapter 8: Statistical Reliability Criteria Reliability of Frequency Statistics Reliability of Frequency Curves Chapter 9: Regression Analysis and Application to Regional Studies Calculation of Regression Equations The Correlation Coefficient and Standard Error Simple Link Regression Example Factors Responsible of Nondetermination Multiple Linear Regression Example Verification of Regression Results Regression by Graphical Techniques Chapter 10: Analysis of Mixed Populations Chapter 11: Frequency of Coincident Flows A Procedure for Coincident Frequency Analysis Chapter 12: Stochastic Hydrology Application In Areas of Limited Data Hydrologic Engineering Requirements for Flood Damage Reduction Studies (68 Pages) US Army Corps of Engineers, January 1995 Flood Damage Reduction Planning Problem Corps Procedure for Finding a Solution Role of Hydrologic Engineering Hydrologic Engineering Study Design Chapter 2: Common Hydrologic Engineering Requirements Requirements for Evaluating the NED Contribution Requirements for Satisfying Performance Standard Requirements for Satisfying Environmental-Protection Standard Chapter 3: Without-project Conditions Discharge-Reduction Assessment Discharge-Reduction Assessment Chapter 6: Channel Modifications Incidental Impact of Channel Modifications Chapter 7: Levees and Floodwalls Flood Damage Reduction Assessment Other Technical Considerations Chapter 8: Other Measures That Reduce Existing-condition Damage Susceptibility Requirements for Floodproofing Requirements for Flood Warning-Preparedness Plans Chapter 9: Measures That Reduce Future-condition Damage Susceptibility Requirements for Construction and Land-Use Regulation Economic-Objective Evaluation for System Hydrologic Engineering Requirements for Reservoirs (115 Pages) US Army Corps of Engineers, October 1997 Chapter 3: Multiple-purpose Reservoirs Chapter 5: Hydrologic Engineering Data Chapter 6: Hydrologic Frequency Determinations Chapter 7: Flood-runoff Analysis Chapter 8: Water Surface Profiles Chapter 9: Reservoir Sediment Analysis Chapter 10: Flood-control Storage Chapter 11: Conservation Storage Chapter 12: Conservation Storage Yield Chapter 13: Reservoir Sedimentation Chapter 14: Spillways and Outlet Works Chapter 15: Dam Freeboard Requirements Chapter 16: Dam Break Analysis Chapter 17: Channel Capacity Studies Chapter 18: Real Estate and Right-of-way Studies Groundwater Hydrology (122 Pages) US Army Corps of Engineers, February 1999 Chapter 2: Occurrence and Movement of Groundwater Chapter 3: Planning a Groundwater Investigation and Modeling Study Chapter 4: Field Investigative Methods Chapter 5: Computer Modelling of Groundwater Flow Chapter 6: Interaction Between Surface Water and Groundwater Topographic Surveying II (330 Pages) Department of the Army, January 2001 Chapter 1: Missions, Operations, and Duties Section I - Evaluation and Scheduling Section II - Information-Gathering Trips Section III - Project Execution Section I - Recon Fundamentals Chapter 4: Datums, Grids, and Coordinate References Chapter 5: Conventional Survey-data Collection Target and Tribrach Adjustment Total-Station Data Collection and Input Chapter 7: Differential Leveling Section I - Instruments and Equipment Instrument Testing and Adjustment Section II - Precise Leveling Procedures Broadcast Frequencies and Codes Section II - Absolute Positioning Absolute-Positioning Accuracies Absolute-Positioning Error Sources Section III - Differential Precise Positioning Section IV - Precise-Positioning Survey Planning Section V - Precise-Positioning Survey Conduct DGPS Carrier-Phase Horizontal-Positioning Surveys Stop-and-Go Kinematic Surveying Section VI - Precise-Positioning Survey-Data Processing Baseline Solution by Linear Combination Baseline Solution by Cycle-Ambiguity Recovery Data Processing and Verification Section VII - Precise-Positioning Survey Adjustments Internal Versus External Accuracy Evaluation of Adjustment Results Chapter 10: Airfield-obstruction and Navaid Surveys Airport Obstruction Charts and NAVAID Surveys Airfield-Data Accuracy Requirements Chapter 11: Reports, Briefings, and Operation Orders Section III - Survey SOP and Supporting Annexes Hydrographic Surveying (579 Pages) US Army Corps of Engineers, January 2002 Chapter 2: Civil Works Applications Chapter 3: Corps Accuracy Standards, Quality Control, and Quality Assurance Requirements Chapter 4: Survey Accuracy Estimates for Dredging and Navigation Projects Chapter 5: Project Control, Coordinate Systems, and Datums Chapter 6: Planning and Processing Surveys for Civil Works Projects Chapter 7: Positioning Techniques for Offshore Engineering Surveys Chapter 8: Manual Depth Measurement Techniques Chapter 9: Single Beam Acoustic Depth Measurement Techniques Chapter 10: Multiple Transducer Channel Sweep Systems for Navigation Projects Chapter 11: Accoustic Multibeam Survey Systems for Deep-Draft Navigation Projects Chapter 12: Navigation Project Clearance and Object Detection-Mechanical Bar Sweeps and Side Scan Sonar Chapter 13: Airborne LIDAR Hydrographic Surveying Chapter 14: Dredging Support Surveys Chapter 16: Real-Time Kinematic Differential GPS Surveys Chapter 17: River Engineering Hydraulic and Channel Stabilization Surveys Chapter 18: Coastal Engineering Surveys Chapter 19: Electronic Charts of Inland and Coastal Navigation Systems Chapter 20: Reservoir Sedimentation Surveys Chapter 21: Depth Measurement Over Irregular or Unconsolidated Bottoms Chapter 22: Contracted Survey Specifications and Cost Estimates Appendix B: FGDC Hydrographic Accuracy Standard Appendix C: FGDC Hydrographic Data Content Standard International money order or any money order cashable in Canada is accepted. (Surveyor, civil & construction surveying cd (3528 pgs) was posted and is owned by: Dionne Bowers) |
dionnebowers@chicagopartsnetwork.com (Dionne Bowers) for more information.
