PDDM Chapter 7
- Section 7.1 - General
- 7.1.1 - Quick Reference Guide
- 7.1.2 - Project Management and Coordination
- 7.1.3 - Reconnaissance and Scoping
- 7.1.4 - Risk Considerations
- 7.1.5 - Baseline vs. Proposed Conditions
- 7.1.6 - Design Standards and Criteria
- 7.1.7 - Capacity vs. Stability Design
- 7.1.8 - Design and Check Floods
- 7.1.9 - Design Exceptions/Variances
- 7.1.10 - Quality Control and Quality Assurance
- 7.1.11 - Documentation and Deliverables
- 7.1.12 - Applicable Laws
- Section 7.2 - Hydrology
- 7.2.1 - References
- 7.2.2 - Design Standards
- 7.2.3 - Design Guidance
- 7.2.4 - Recommended Methods for Estimating Peak Flow
- 7.2.5 - Recommended Methods for Computing Hydrographs
- 7.2.6 - Reporting
- Section 7.3 - Roadway Hydraulics
- 7.3.1 - Culverts
- 7.3.2 - Ditches
- 7.3.3 - Pavement Drainage
- 7.3.4 - Storm Drains
- 7.3.5 - Outlet Protection
- 7.3.6 - Alternative Pipe Materials
- Section 7.4 - River Hydraulics
- 7.4.1 - Floodplain Encroachments
- 7.4.2 - Scour and Stream Stability
- 7.4.3 - Bridged Waterways
- 7.4.4 - Longitudinal Embankments
- 7.4.5 - Retaining Walls
- 7.4.6 - Low-Water Crossings
- 7.4.7 - Channel Changes
- 7.4.8 - Scour and Stream Instability Countermeasures
- 7.4.9 - Energy Dissipators
- Section 7.5 - Environmental Hydraulics
- 7.5.1 - Aquatic Organism Passage
- 7.5.2 - Stream Restoration and Rehabilitation
- 7.5.3 - Wetlands
- 7.5.4 - Stormwater Management
- Section 7.6 - Coastal Hydraulics
- 7.6.1 - General
- 7.6.2 - Hydrology
- 7.6.3 - Floodplain Encroachments
- 7.6.4 - Scour and Stream Stability
- 7.6.5 - Bridged Waterways
- 7.6.6 - Roadway Embankments
- 7.6.7 - Scour and Stream Instability Countermeasures