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Line 10: \|- \| Manning's Roughness Guideline \|\| Brisbane City Council \|\| https://www.brisbane.qld.gov.au/sites/default/files/ncd_appendixc_part3.pdf \|- \| Manning's Roughness Guideline \|\| Oregon Department of Transportation \|\| https://www.oregon.gov/ODOT/GeoEnvironmental/Docs_Hydraulics_Manual/Hydraulics-08-A.pdf \|- \| Embankment Breach Parameters \|\| David Froehlich \|\| https://www.researchgate.net/publication/239964974_Embankment_dam_breach_parameters_revisited Line 22 ⟶ 24: \|- \| Hydraulics of Bridged Waterways \|\| FHWA \|\| https://www.fhwa.dot.gov/engineering/hydraulics/pubs/hds1.pdf \|- \| Modelling and/or design guideline for cross drainage and flooding assessments \|\| QLD Department of Transport and Main Roads \|\| https://www.tmr.qld.gov.au/business-industry/Technical-standards-publications/Hydrologic-and-Hydraulic-Modelling \|- \| A Guide to Flood Studies and Mapping in Queensland \|\| Department of Natural Resources and Mines \|\| https://www.dnrm.qld.gov.au/__data/assets/pdf_file/0010/332695/guide-flood-studies-mapping-qld.pdf

Industry Modelling Guidelines: Difference between revisions