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CHAPTER 7. CULVERT AND BRIDGE HYDRAULIC DESIGN

CHAPTER 7. CULVERT AND BRIDGE HYDRAULIC DESIGN

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criteria in Section 3.1.1 (table_cb1) of this chapter and Chapter 5 – Storm Sewer System Design. The designer shall verify that the watershed divides are higher than the design headwater elevations. In flat terrain, drainage divides are often undefined or nonexistent and culverts should be located and designed

  System, Design, Chapter, Drainage, Chapter 5, System design

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