Difference between revisions of "Industry Modelling Guidelines"
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| Embankment Breach Parameters || David Froehlich || [https://www.researchgate.net/publication/239964974_Embankment_dam_breach_parameters_revisited Link] | | Embankment Breach Parameters || David Froehlich || [https://www.researchgate.net/publication/239964974_Embankment_dam_breach_parameters_revisited Link] | ||
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− | | Hydraulic Analysis and Design || EA (UK Environment Agency) || [ | + | | Hydraulic Analysis and Design || EA (UK Environment Agency) || [https://assets.publishing.service.gov.uk/media/60549a9d8fa8f545dca2c579/FDG_chapter_7_-_Hydraulic_analysis_and_design.pdf Link] |
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| Pumped Catchments-Worked Example of hydrological assessment and hydraulic modelling || EA (UK Environment Agency) || [https://assets.publishing.service.gov.uk/government/uploads/system/uploads/attachment_data/file/290515/LIT_7995_b612e2.pdf Link] | | Pumped Catchments-Worked Example of hydrological assessment and hydraulic modelling || EA (UK Environment Agency) || [https://assets.publishing.service.gov.uk/government/uploads/system/uploads/attachment_data/file/290515/LIT_7995_b612e2.pdf Link] | ||
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| Technical Flood Risk Guidance for Stakeholders || SEPA (Scottish Environment Protection Agency) || [http://www.sepa.org.uk/media/162602/ss-nfr-p-002-technical-flood-risk-guidance-for-stakeholders.pdf Link] | | Technical Flood Risk Guidance for Stakeholders || SEPA (Scottish Environment Protection Agency) || [http://www.sepa.org.uk/media/162602/ss-nfr-p-002-technical-flood-risk-guidance-for-stakeholders.pdf Link] | ||
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− | | Photographic Guidance for Selecting Flow Resistance Coefficients in High-Gradient Channels || USA Department of Agriculture ||[https://www.fs. | + | | Photographic Guidance for Selecting Flow Resistance Coefficients in High-Gradient Channels || USA Department of Agriculture ||[https://www.fs.usda.gov/rm/pubs/rmrs_gtr323.pdf Link] |
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| Pit Inlet Curves|| Various Sources || [https://wiki.tuflow.com/index.php?title=1D_Pits Link] | | Pit Inlet Curves|| Various Sources || [https://wiki.tuflow.com/index.php?title=1D_Pits Link] |
Revision as of 11:25, 5 April 2024
Useful modelling guidelines are listed below:
Topic | Source | Link |
---|---|---|
Hydraulic Design of Waterway Structures | AUSTROADS | Link |
TUFLOW Manual | BMT | Link |
Manning's Roughness Guideline | BCC (Brisbane City Council) | Link |
Code of practice for the Hydraulic Modelling of Urban Drainage Systems | CIWEM (Chartered Institution of Water and Environmental Management) | Link |
Integrated Urban Drainage Modelling Guideline | CIWEM (Chartered Institution of Water and Environmental Management) | Link |
Embankment Breach Parameters | David Froehlich | Link |
Hydraulic Analysis and Design | EA (UK Environment Agency) | Link |
Pumped Catchments-Worked Example of hydrological assessment and hydraulic modelling | EA (UK Environment Agency) | Link |
Australian Rainfall and Runoff (All Projects/Chapters) | Engineers Australia | Link |
Representation of Buildings in Numerical Flood Models | Engineers Australia | Link |
Two Dimensional Modelling in Urban and Rural Floodplains | Engineers Australia | Link |
Hydraulics of Bridged Waterways | FHWA (Federal Highways Administration) | Link |
Flood Risk Management: Modelling Blockage and Breach Scenarios | NRW (Natural Resources Wales) | Link |
Indicative 2D roughness values | NRW (Natural Resources Wales) | Link |
Modelling for Flood Consequence Assessments | NRW (Natural Resources Wales) | Link |
Incorporating Australian Rainfall and Runoff 2016 / 2019 in Flood Studies | NSW DPIE (NSW Department of Planning, Industry and Environment) | Link |
Manning's Roughness Guideline | ODOT (Oregon Department of Transportation) | Link |
A Guide to Flood Studies and Mapping in Queensland | QLD DNRM (QLD Department of Natural Resources and Mines) | Link |
Modelling and Design Guideline for Cross Drainage and Flooding Assessments | QLD DTMR (QLD Department of Transport and Main Roads) | Link |
Flood Modelling Guidance for Responsible Authorities | SEPA (Scottish Environment Protection Agency) | Link |
Technical Flood Risk Guidance for Stakeholders | SEPA (Scottish Environment Protection Agency) | Link |
Photographic Guidance for Selecting Flow Resistance Coefficients in High-Gradient Channels | USA Department of Agriculture | Link |
Pit Inlet Curves | Various Sources | Link |
The Revitalised Flood Hydrograph Model (ReFH2) | Wallingford HydroSolutions Pty Ltd | Link |
Integrated Urban Drainage Modelling | WAPUG (Wastewater Planning Group) | Link |
River Modelling Guide | WAPUG (Wastewater Planning Group) | Link |
If there are modelling guideline documents not listed that you find useful and would like to share with the TUFLOW community, please email the details to support@tuflow.com.