Stormwater Atlas

Federal Highway Administration

HEC-14 Hydraulic Design of Energy Dissipators for Culverts and Channels

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Compare each cited field to the official PDF before relying on it. What this means

Title/edition from FHWA Highway Drainage publications list (HEC-14 3rd ed., July 2006). Corpus covers energy dissipator hydraulics (outlet velocity, scour, dissipator selection), not jurisdiction-wide stormwater design storms or WQ volume methods.

Fields not found in document: document_metadata.version_or_edition, document_metadata.adoption_or_effective_date, document_metadata.last_revised_date, design_criteria.design_storm_return_periods_years, design_criteria.water_quality_volume_method, design_criteria.peak_flow_calculation_method, design_criteria.approved_bmp_categories

Document Metadata

Jurisdiction level
Federal

The purpose of this circular is to provide design procedures for energy dissipator designs for highway applications.

page 14, CHAPTER 1

State
Not found in document

No evidence cited

Version / edition
Not found in document

No evidence cited

Adoption / effective date
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No evidence cited

Last revised date
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Relationship to state manual
independent

Most of the information presented has been taken from the literature and adapted, where necessary, to fit highway needs.

page 14, §1.1

Design Criteria

Design storm return periods (years)
Not found in document

No evidence cited

Water quality volume method
Not found in document

No evidence cited

Peak flow calculation method(s)
Not found in document

No evidence cited

Hydrologic/hydraulic software
HEC-RAS, HY8, BCAP

They should be checked by computing the water surface profile using a standard step method computer program, like HEC-RAS (USACE, 2002).

page 51, §4.3

Approved BMP categories
Not found in document

No evidence cited