Transcription of CHAPTER 3 OPEN CHANNEL HYDRAULICS - Charlotte, North …
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CHAPTER 3 OPEN CHANNEL HYDRAULICS - Charlotte, North …
CHARLOTTE- mecklenburg STORM WATER DESIGN MANUAL CHAPTER 3 OPEN CHANNEL HYDRAULICS Overview .. 3-1 Introduction .. 3-1 CHANNEL Linings .. 3-1 Vegetative .. 3-1 Flexible .. 3-1 3-1 Design Criteria .. 3-2 General Criteria .. 3-2 Return Period .. 3-2 100+1 Flood Analysis .. 3-2 Velocity Limitations .. 3-3 Manning s n Values .. 3-3 General Considerations .. 3-3 Selection .. 3-3 Manning s n Values .. 3-5 Open CHANNEL Design .. 3-6 CHARLOTTE- mecklenburg STORM WATER DESIGN MANUAL Overview .. 3-6 Design of Stable Channels .. 3-6 Permissible Velocity .. 3-7 Selecting Permanent CHANNEL Lining .. 3-7 Tractive Force .. 3-8 Design Procedure Using Permissible Velocity and Tractive Force Procedures.
CHARLOTTE-MECKLENBURG STORM WATER DESIGN MANUAL. CHAPTER 3 . OPEN CHANNEL HYDRAULICS . ... shall be defined as either full development per the current zoning of the property, the existing land use, or adopted land use planarea , whichever generates s the higher runoff ... Ordinance, the City/County Engineering Department may require that the 100+1
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