7709.56b,6 Contents Page 1 of 2 FSH 7709.56b - TRANSPORTATION STRUCTURES HANDBOOK WO AMENDMENT 7709.56b-94-1 EFFECTIVE 7/27/94 CHAPTER 6 - HYDRAULICS Contents 6.02 Objective 6.03 Policy 6.04 Responsibility 6.05 Definitions 6.08 References 6.08a Open-Channel Flow 6.08b Bridge Hydraulics 6.08c Fords, Vented Fords, and Low-water Bridges 6.08d Culvert Hydraulics 6.08e Energy Dissipators 6.1 HYDRAULIC DESIGN OF CHANNELS 6.11 Open-Channel Hydraulics 6.11a Flow States 6.11b Open-Channel Flow Equations 6.11c Stage Discharge Curves 6.12 Roadside Channels 6.13 Channel Modification 6.14 Channel Stabilization 6.14a Spurs and Retarding Structures 6.14b Grade Control Structures 6.14c Channel Linings 6.15 Fish Passage 6.2 HYDRAULIC DESIGN OF BRIDGES 6.21 Bridge Location 6.22 Bridge Hydraulic Analysis 6.23 Scour 6.24 Pier Design 6.25 Abutment Design 6.26 Bridge Hydraulic Capacity 6.27 Relief Structures 6.3 FORDS, VENTED FORDS, AND LOW-WATER BRIDGES 6.31 Selection Considerations 6.31a Paved or Natural Fords 6.31b Vented Fords 6.31c Low-Water Bridges 6.32 Design Considerations 6.32a Natural Fords 6.32b Paved Fords 6.32c Vented Fords 6.32d Low-Water Bridges 6.33 Hydraulics of Fords, Vented Fords, and Low-Water Bridges 6.33a Fords 6.33b Vented Fords 6.33c Low-Water Bridges 6.4 HYDRAULIC DESIGN OF CULVERTS 6.41 Location and Installation 6.42 Site Surveys 6.43 Culvert Type 6.43a Shape 6.43b Materials 6.43c Number of Barrels 6.44 End Treatments 6.45 Culvert Hydraulics 6.45a Headwater Depth 6.45b Tailwater Depth 6.45c Conditions of Flow 6.45d Entrance Configuration 6.45e Culvert Flow Depth and Outlet Velocity 6.45f Overtopping Flow 6.45g Calculation of Overtopping Flow 6.46 Fish Passage 6.46a Design Requirements for Fish Passage 6.46b Types of Culverts for Fish Passage 6.47 Debris Control 6.5 MISCELLANEOUS CULVERT DESIGN CONSIDERATIONS 6.51 Energy Dissipators 6.51a Types of Energy Dissipators 6.51b Flow Conditions 6.52 Scour