Figure Title

  • 38-1A Symbols and Definitions

  • 38-5A Longitudinal Extent of Revetment Protection

  • 38-5B Wave Height Definition Sketch

  • 38-5C Correction Factors for Wave Runup

  • 38-5D Wave Runup on Smooth, Impermeable Slopes

  • 38-6A Riprap Size Relationship

  • 38-6B Bank Angle Correction Factor (K1) Nomograph38-6C Angle of Repose of Riprap in Terms of Mean Size and Shape of Stone

  • 38-6D Definition Sketch (Channel Flow Distribution)

  • 38-6E Correction Factor for Riprap Size

  • 38-6F Guidelines for the Selection of Stability Factors

  • 38-6G Hudson Relationship for Riprap Size Required to Resist Wave Erosion

  • 38-6H Rock Riprap Gradation Limits

  • 38-6 I Riprap Gradation Classes

  • 38-6J Material Gradation

  • 38-6K Filter Design

  • 38-6L Geotextile Filters

  • 38-6M Typical Riprap Installation:  Plan and Flank Details

  • 38-6N Typical Riprap Installation:  End View

  • 38-6 O Launching of Riprap Toe Material

  • 38-6P Riprap Size Particle Erosion

  • 38-6Q Data Sheet

  • 38-6R Riprap Size Form (Example 1)

  • 38-6S Riprap Size Relationship (Example 1, Step 7)

  • 38-6T Channel Geometry Development (Example 2)

  • 38-6U Riprap Size Form (Example 2)

  • 38-6V Channel Cross Section for Example 2 Illustrating Flow and Potential Scour Depths

  • 38-6W Toe and Flank Details (Example 2)

  • 38-6X Rock and Wire Mattress Configuration

  • 38-6Y Rock and Wire Mattress Installation Covering the Entire Channel Perimeter

  • 38-6Z Typical Detail of Rock and Wire Mattress (Constructed from Available Wire Fencing Materials)

  • 38-6AA Standard Gabion Sizes

  • 38-6BB Mattress Configuration

  • 38-6CC Criteria for Gabion Thickness

  • 38-6CC Minimum Coating Weight

  • 38-6EE Flank Treatment for Rock and Wire Mattress Designs

  • 38-6FF Rock and Wire Revetment Mattress Installation

  • 38-6GG Mattress Placement Underwater by Crane

  • 38-6HH Pontoon Placement of Wire Mattress

  • 38-6 II Typical Stacked Block Gabion Revetment Details

  • 38-6JJ Gabion Basket Fabrication

  • 38-6KK Monoslab Revetment

  • 38-6LL Armorflex

  • 38-6MM Petraflex

  • 38-6NN Articulated Concrete Revetment

  • 38-6 OOTri-Lock Revetment

  • 38-6PP Grouted Riprap Sections

  • 38-6QQ Required Blanket Thickness as a Function of Flow Velocity

  • 38-6RR Recommended Grading of Grouted Rock Slope Protection

  • 38-6SS Grouted Fabric-Formed Revetment (Type 1)

  • 38-6TT Grouted Fabric-Formed Revetment (Type 2)

  • 38-6UU Typical Section and Details of Sacked Concrete Slope Protection

  • 38-6VV Details and Dimensions of Three Soil-Cement Facings Design Guidelines