Stormwater Atlas

New Hampshire

NHDOT Manual on Drainage Design for Highways

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Heuristic agency extract from prepared text. NHDOT Manual on Drainage Design for Highways

Fields not found in document: design_criteria.water_quality_volume_method, design_criteria.approved_bmp_categories

Document Metadata

Jurisdiction level
State

No evidence cited

State
New Hampshire

No evidence cited

Version / edition
Not found in document

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Adoption / effective date
Not found in document

No evidence cited

Last revised date
Not found in document

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Relationship to state manual
independent

No evidence cited

Design Criteria

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

ping now represents something less than 100 year and generally becomes less accurate with the increasing frequency and intensity

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-HMS, HEC-RAS, Modified Rational Method

............................ 3-10 3.2.1 Rational Method.........................................................................

Hydrologic/hydraulic software
HydroCAD, HEC-HMS, HEC-RAS, HY-8, StormCAD

No evidence cited

Approved BMP categories
Not found in document

No evidence cited