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Hydrology and Hydraulics

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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