Stormwater Atlas

Federal Highway Administration

HEC-21 Design of Bridge Deck Drainage

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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-21, May 1993). Corpus focuses on bridge deck drainage, not site-scale stormwater BMP design. water_quality_volume_method not addressed in provided text.

Fields not found in document: document_metadata.adoption_or_effective_date, document_metadata.last_revised_date, design_criteria.water_quality_volume_method

Document Metadata

Jurisdiction level
Federal

software package supported by the Federal Highway Administration (FHWA).

107

State
Not found in document

No evidence cited

Version / edition
May 1993

Chapter 9 : HEC 21 Bridge Deck Drainage Method

49

Adoption / effective date
Not found in document

No evidence cited

Last revised date
Not found in document

No evidence cited

Relationship to state manual
independent

This manual takes the viewpoint that inlets are designed not to clog.

106

Design Criteria

Design storm return periods (years)
2-year, 5-year, 10-year, 50-year

Functional Class of Roadway ... Frequency (Return Period--years) Interstate ... 10 ... Major Collectors and Arterials ... 10 ... Minor Collectors and Arterials ... 5 ... Local Streets ... 2 ... Depressed Interstate Drained by Pumping Stations ... 50

105-106

Water quality volume method
Not found in document

No evidence cited

Peak flow calculation method(s)
Rational Method

The Rational Method is presented as the conventional method for determining peak runoff rate for bridge decks.

105

Hydrologic/hydraulic software
HYDRAIN, HYDRO

The IDF curve can be obtained from HYDRO in the HYDRAIN software using the latitude and longitude coordinates of the site.

92

Approved BMP categories
retention ponds, detention ponds

Retention and detention ponds, with or without permanent pools, can be provided to attenuate peak flows or provide quiescent conditions to settle out particulates.

104