Stormwater Atlas

City of Shreveport

Drainage Design Standards

CityLouisianamediumNeeds reviewCitations verified

This extraction is flagged for quality review.

Compare each cited field to the official PDF before relying on it. What this means

Large standards PDF (324 pages / many detail sheets); WQ focus is primarily peak detention rather than fixed rainfall-depth WQv.

Fields not found in document: design_criteria.required_hydrologic_hydraulic_software

Document Metadata

Jurisdiction level
City

No evidence cited

State
Louisiana

No evidence cited

Version / edition
October 14, 2021

October 14, 2021

Cover

Adoption / effective date
2021-10-14

No evidence cited

Last revised date
2021-10-14

No evidence cited

Relationship to state manual
independent

independent city drainage design standards

Coverage note

Design Criteria

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

Storm Sewers and Inlets ... 10-yr; Main Drainage Channels 25-yr; Detention or Retention Features 25yr; 100-year frequency storm ... SFHA

Table 2-1

Water quality volume method
Detention basins reduce post-development peak flow to pre-development for the 10-, 25-, and 100-year design storms. Design frequencies (Table 2-1): storm sewers/inlets 10-year; main channels / arterial cross drains / detention features 25-year; 100-year hydraulic gradient in SFHA and critical arterial underpasses. Rational Method ≤200 ac; NRCS 200–2,000 ac.

reducing peak flow of a post-development site to peak flow the pre-development ... 10-year, 25-year, and 100-year design storms

§9 Stormwater Detention

Peak flow calculation method(s)
Rational Method (≤200 acres), NRCS Method (200–2,000 acres), USGS Method (>2,000 acres), Detention routing for 10-/25-/100-year storms

No evidence cited

Hydrologic/hydraulic software
Not found in document

No evidence cited

Approved BMP categories
Stormwater detention basins, Retention features, Storm sewers and inlets, Open channels / main drainage channels, Cross drains / side drains

No evidence cited