Michigan
MDOT Drainage Manual Chapter 7
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Heuristic agency extract from prepared text. MDOT Drainage Manual Chapter 7 — Road 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, document_metadata.jurisdiction_name
Other manuals in Michigan: City of Ann Arbor, City of Detroit, City of Flint, City of Grand Rapids, City of Lansing, Michigan, Wayne County
Document Metadata
Jurisdiction level
State
No evidence cited
State
Michigan
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)
10-year, 50-year
“shall be based on a 10 percent chance (10-year) storm frequency. The sewer should be designed to flow full, i.e., with a hydra”
Water quality volume method
Not found in document
No evidence cited
Peak flow calculation method(s)
Rational Method
“oss traveled lanes. 7.3.7 Hydrology The Rational Method is the most common method in use for the design of storm sewers when a p”
Hydrologic/hydraulic software
Not found in document
No evidence cited
Approved BMP categories
Detention Basin
“Detention Basin”