Stormwater Atlas

Texas

TxDOT Hydraulic Design Manual

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Heuristic agency extract from prepared text. TxDOT Hydraulic Design Manual (revised Sept 2019) Pipeline excerpt repair removed 1 unlocated citation(s).

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

Document Metadata

Jurisdiction level
State

No evidence cited

State
Texas

No evidence cited

Version / edition
Not found in document

No evidence cited

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

No evidence cited

Design Criteria

Design storm return periods (years)
2-year, 5-year, 10-year, 25-year, 50-year, 100-year, 500-year

0% 0.50 2-year 20% 0.20 5-year 10% 0.10 10-year 4% 0.04 25-year 2% 0.02 50-year 1% 0.01 100-year While AEP, expressed as a perc

Water quality volume method
Not found in document

No evidence cited

Peak flow calculation method(s)
Rational Method, NRCS / SCS Curve Number (TR-55), TR-20, HEC-RAS

. . . . . . . . . . . 4-45 Section 12: Rational Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

Hydrologic/hydraulic software
HEC-RAS

No evidence cited

Approved BMP categories
Detention Basin, Retention Basin

Detention Basin, Retention Basin