other side of the dike. The circular concrete culvert has a free outfall. The culvert is 60 feet long on a 2.00 % slope and is 30 inches in diameter. The culvert entrance will project from the embankment. Use an orifice coefficient (Co) of 0.62 for a sharp-edged entrance. Create a rating table that correlates the culvert discharge to the depth of the headwater, from 3 feet to 6 feet in 0.25 feet increments. The Engineering Department would like to know the culvert discharge rate based on the depth of the headwater so that they can conduct long-term planning (development, infrastructure improvements, open space, etc.) on the upstream and downstream sides of the dike. Cite any references used.

other side of the dike. The circular concrete culvert has a free outfall. The culvert is 60 feet long on a 2.00 % slope and is 30 inches in diameter. The culvert entrance will project from the embankment. Use an orifice coefficient (Co) of 0.62 for a sharp-edged entrance. Create a rating table that correlates the culvert discharge to the depth of the headwater, from 3 feet to 6 feet in 0.25 feet increments. The Engineering Department would like to know the culvert discharge rate based on the depth of the headwater so that they can conduct long-term planning (development, infrastructure improvements, open space, etc.) on the upstream and downstream sides of the dike. Cite any references used.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

The Town of Jackson Engineering Department has an earthen dike through which a circular
concrete culvert has been constructed to convey storm water from one side of the dike to the
other side of the dike. The circular concrete culvert has a free outfall. The culvert is 60 feet
long on a 2.00 % slope and is 30 inches in diameter. The culvert entrance will project from the
embankment. Use an orifice coefficient (Co) of 0.62 for a sharp-edged entrance.
Create a rating table that correlates the culvert discharge to the depth of the headwater, from
3 feet to 6 feet in 0.25 feet increments. The Engineering Department would like to know the
culvert discharge rate based on the depth of the headwater so that they can conduct long-term
planning (development, infrastructure improvements, open space, etc.) on the upstream and
downstream sides of the dike. Cite any references used.

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