Stormwater Atlas

Tennessee

TDOT Drainage Manual Chapter 7

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Heuristic agency extract from prepared text. TDOT Drainage Manual Chapter 7 — Storm Drainage Systems Pipeline excerpt repair removed 1 unlocated citation(s).

Fields not found in document: design_criteria.water_quality_volume_method, design_criteria.required_hydrologic_hydraulic_software, design_criteria.approved_bmp_categories, document_metadata.jurisdiction_name

Document Metadata

Jurisdiction level
State

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State
Tennessee

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Version / edition
Not found in document

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Adoption / effective date
Not found in document

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Last revised date
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Relationship to state manual
independent

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Design Criteria

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

quency Criteria See Section Gutter Flow 10-year1,2 Spread on Roadway 7.03.2 Inlet Spacing 10-year1,2 Spread on Roadway 7.03.3.7

Water quality volume method
Not found in document

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Peak flow calculation method(s)
Rational Method

gutter is typically evaluated using the Rational Method (see Chapter 4 of this Manual) and the spread is determined by examining

Hydrologic/hydraulic software
Not found in document

No evidence cited

Approved BMP categories
Not found in document

No evidence cited