Resource
Hydraulic Design of Navigation Dams
This manual provides guidance in designing, constructing, and operating navigation dams. Some of the factors affecting the safety and efficiency of waterways that are discussed include: types of dams; environmental considerations; equipment in general use on navigation dams; options of design to accommodate ice/debris passage, emergency operation; normal operation to pass flood flows, removal of sediment, or assistance in hydropower development. Some information is also provided on the repair and rehabilitation of existing structures. Contents:
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; General Considerations; Section II. Project Purposes; General; Purposes; Section III. Project Studies; General; Project Water Requirements; Pool Levels; Pool Storage; Environmental; Foundations;
CHAPTER 3. PROJECT PARAMETERS; Section I. Hydrology; General; Basin Description; Hydrologic Data; Hydrologic Data Sources; Hydrologic Model; Flow Computations; Section II. Hydraulics; General; Channel Discharge Rating Curves; Water-Surface Profiles; Specific Profile Uses; Navigation Pool Level Stability; Section III. Sedimentation; General; Problems; Sediment Data Needs; Sedimentation Study; Analysis Tool; Sediment Control Measures; Section IV. Ice Conditions; General;
CHAPTER 4. PROJECT LAYOUT (SITING OF STRUCTURES); General; Upper Pool Elevation; Navigation Considerations; Foundations; Sediment Movement; Channel Rectification; Channel Stabilization;
CHAPTER 5. PROJECT DESIGN; Section I. Spillway Design; General; 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; General; Section IV. Example Design; Known Information; Development of 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----- 7-1 7-1; 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--- 8-4 8-1; Scour Protection; Repair and Rehabilitation Model Studies--- 8-6 8-3; APPENDIX A. BIBLIOGRAPHY AND SELECTED REFERENCES; APPENDIX B. NOTATION; APPENDIX C. NAVIGATION DAM MODEL AND PROTOTYPE; STUDY DATA; APPENDIX D. TYPICAL SPILLWAY OPTIMIZATION STUDY;