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<br />6.4 <br /> <br />Culvert <br />6.4.1 <br />6.4.2 <br /> <br />Design Criteria <br />Design Frequency Overtopping <br />Culvert discharge Velocities <br /> <br />Criteria <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />6.3 Storm Sewer Design Criteria <br />6.3.1 Design Storm Runoff Frequency Criteria <br />6.3.2 Pipe Sizes and Material Types <br />6.3.3 Pipe Grades and Flow Velocites <br />6.3.4 Manhole Locations <br />6.3.5 Pipe Connections <br />6.3.6 Alignment <br />6.3.7 Utilities <br /> <br /> <br />.5 Open Channel Design Criteria <br />6.5.1 Channel Hydraulics <br />6.5.2 Channel Velocity <br />6.5.3 Channel Cross Sections <br />6.5.4 Energy Dissipators <br />6.5.5 Transitions <br />6.5.6 Rip Rap <br /> <br />6.6 Storage Design Criteria <br />6.6.1 Hazard Classification <br />6.6.2 Size Classification <br />6.6.3 Non-Jurisdictional Dams <br /> <br />Chapter 7 Street Drainage and Storm Water Inlets <br />7.1 General Statement <br /> <br />7.2 <br /> <br />Effects <br />7.2.1 <br />7.2.2 <br />7.2.3 <br />7.2.4 <br />7.2.5 <br /> <br />of Storm Water Runoff on Street Capacity <br />Interference Due to Sheet Flow Across Pavement <br />Interference Due to Gutter Flow <br />Interference Due to Ponding <br />Interference Due to Water Flowing Across Traffic Lane <br />Effect on Pedestrians <br /> <br />7.3 Calculating Capacity <br />7.4 Storm Water Inlet Types and Use <br /> <br />7.5 <br /> <br />Grate <br />7.5.1 <br />7.5.2 <br /> <br />Inlets <br />Capacity of Grate Inlets on a Continuous Grade <br />Capacity of Grate Inlets in a Sag Location <br /> <br />7.6 Curb-opening Inlets <br />7.6.1 Capacity of Curb-opening Inlets on a Continuous Grade <br />7.6.2 Capacity of Curb-opening Inlets in a Sag Location <br /> <br />~- <br />