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<br />I <br />'I <br />I <br />I <br />I <br />I <br />I <br />'I <br />il <br />t <br />'I <br />I <br />:1 <br />I <br />I <br />il <br />'I <br />!I <br />:1 <br /> <br />7.7 Slotted and Combination Inlets <br /> <br />7.8 <br /> <br />Inlet <br />7.8.1 <br />7.8.2 <br /> <br />Locati ons <br />Spacing of <br />Spacing of <br /> <br />Inlets on a Continuous Grade <br />Inlets in a Sag location <br /> <br />7.9 Bibliography <br /> <br />Chapter 8 Storm Sewers and Appurtenances <br />8.1 General Statement <br /> <br />8.2 Flow in Storm Sewers <br /> <br />8.3 Hydraulic Gradients and Profiles of Storm Sewer System <br />8.3.1 Total Energy Head Losses at Structures <br />8.3.2 Minor Head Losses at Structures <br />Obstructions <br />Expansions and Contractions <br /> <br />8.4 Storm Sewer System Design Procedure <br />8.4.1 Preliminary Design Considerations <br />8.4.2 Storm Water Inlet System <br />8.4.3 Storm Sewer System <br /> <br />8.5 Bibliography <br /> <br />Chapter 9 Culvert Design <br />9.1 General Statement <br /> <br />9.2 Culvert Types <br /> <br />9.3 End Treatments <br />9.3.1 Entrance Conditions <br />9.3.2 Headwall/Endwall Criteria <br />9.3.3 Improved Inlets <br /> <br />9.4 <br /> <br />Cu 1 vert <br />9.4.1 <br />9.4.2 <br /> <br />Design with Standard Inlets <br />Culvert Sizing <br />Design Procedure <br />Design Computation Form <br />Invert Elevations <br />Culvert Diameter <br />Limited Headwater <br />Culvert Outlet <br />Minimum Slope <br /> <br />-5- <br />