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Section 2E-2 - Culvert Hydraulics

2E-2 Design Manual Chapter 2 - Stormwater 2E - Culvert Design Culvert Hydraulics 1 Revised: 2013 Edition A. Culvert Flow Controls and Equations Figure depicts the energy grade line and the hydraulic grade line for full flow in a Culvert barrel. The energy grade line represents the total energy at any point along the Culvert barrel. Headwater is the depth from the inlet invert to the energy grade line. The hydraulic grade line is the depth to which water would rise in the vertical tubes connected to the sides of the Culvert barrel. In full flow, the energy grade line and the hydraulic grade line are parallel straight lines separated by the velocity head lines except in the vicinity of the inlet where the flow passes through a contraction.

Mar 02, 2020 · made up of the entrance loss (He), the friction loss through the barrel (H f), and the exit loss (H o). Other losses, including bend losses (H b), losses at junctions (H j), and losses at gates (H g) should be included as appropriate. a. Figure 2E-2.02A represents the classic full flow condition, with both inlet and outlet submerged.

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