| Appendix 6.1.0. GENERAL |
| § 6.1.1. Natural Channels |
| § 6.1.2. New or Altered Channels |
| § 6.1.3. Section 404 Permit |
| Appendix 6.2.0. OPEN CHANNEL HYDRAULICS |
| § 6.2.1. Uniform Flow |
| § 6.2.2. Gradually Varied Flow |
| § 6.2.3. Rapidly Varied Flow |
| Appendix 6.3.0. MANNING'S ROUGHNESS COEFFICIENTS |
| § 6.3.1. Existing and Natural Channels |
| § 6.3.2. New or Altered Channels |
| Appendix 6.4.0. DESIGN REQUIREMENTS |
| § 6.4.1. Grass-Lined Channels and Waterways |
| § 6.4.2. Concrete-Lined Channels |
| § 6.4.3. OTHER CHANNELS |
| Appendix 6.5.0. CHANNEL DROP STRUCTURES |
| § 6.5.1. Sloping Channel Drop |
| § 6.5.2. Vertical Channel Drops |
| Appendix 6.6.0. ENERGY DISSIPATORS |
| § 6.6.1. Baffled Apron (U.S. Bureau of Reclamation Type IX) |
| § 6.6.2. Baffled Outlet |
| § 6.7.0. STRUCTURE AESTHETICS |
| Appendix 6.8.0. SUPPLEMENTAL SECTION |
| § 6.8.1. Alternative New Channel Design |