Transcription of Chapter 11 ENERGY DISSIPATORS
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Chapter 11 ENERGY DISSIPATORS
Chapter 11. ENERGY DISSIPATORS . SOUTH DAKOTA DRAINAGE MANUAL. October 2011. South Dakota Drainage Manual ENERGY DISSIPATORS Table of Contents Section Page INTRODUCTION ..11-1. Overview ..11-1. Definition ..11-1. HEC 14 ..11-1. TYPE SELECTION ..11-2. General ..11-2. SDDOT Practices ..11-2. Guidelines ..11-2. DESIGN Ice Buildup ..11-5. Debris Control ..11-5. Flood Frequency ..11-5. Maximum Culvert Exit Velocity ..11-5. Tailwater Relationship ..11-6. Cost ..11-6. Weep DESIGN PROCEDURE ..11-7. DESIGN EXAMPLES ..11-11. RIPRAP APRONS ..11-12. Apron Use Independent of Other ENERGY DISSIPATORS ..11-12. Apron Use with Other ENERGY DISSIPATORS ..11-18. REFERENCES.
11-1 Chapter 11 ENERGY DISSIPATORS 11.1 INTRODUCTION 11.1.1 Overview The failure or damage of many culverts and detention basin outlet structures can be traced to unchecked erosion. Erosive forces, which are at work in the natural drainage network, are often increased by the construction of a highway or by urban development.
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