10.12.2020 Views

WD.1368 RevC WCD dam break assessment report with appendices

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Waimea Community Dam: Dam Break Analysis

Waimea Water Ltd

8. REFERENCES

Brunner, G. (2014). Using HEC-RAS for Dam Break Studies. US Army Corps of Engineers, Institute of

Water Resources, Hydraulic Engineering Center (HEC), California.

https://www.hec.usace.army.mil/publications/TrainingDocuments/TD-39.pdf

Brunner, G. (2016). HEC-RAS River Analysis System – 2D Modelling User’s Manual – Version 5.0. US

Army Corps of Engineers, Institute of Water Resources, Hydraulic Engineering Center (HEC),

California. https://www.hec.usace.army.mil/software/hec-ras/documentation/HEC-

RAS%205.0%202D%20Modeling%20Users%20Manual.pdf

Chow, T. 1959. Open-Channel Hydraulics. McGraw Hill, New York.

Department of Natural Resources, Mines and Energy. (2018). Guideline for failure impact assessment

of water dams. Queensland Government.

Engineers Australia. (2012). Australian Rainfall and Runoff – Revision Project 15: Two-Dimensional

Modelling in Urban and Rural Floodplains. Engineers Australia, Water Engineering.

http://arr.ga.gov.au/__data/assets/pdf_file/0019/40573/ARR_Project15_TwoDimensional_

Modelling_DraftReport.pdf

Henderson, F M. 1966. Open Channel Flow. Macmillan, New York.

LINZ. (2019). Tidal Level Information for Surveyors. Land Information New Zealand.

https://www.linz.govt.nz/data/geodetic-system/datums-projections-and-heights/verticaldatums/tidal-level-information-for-surveyors

McKerchar, A. and Pearson, G. 1989. Flood frequency in New Zealand. Publication No. 20, Hydrology.

NZSOLD. (2015). New Zealand Dam Safety Guidelines. IPENZ Engineers New Zealand.

https://nzsold.org.nz/wp-content/uploads/2019/10/nzsold_dam_safety_guidelines-may-

2015-1.pdf

Tonkin + Taylor. (2009). Lee River Dam: Dam Break Analysis and Hazard Assessment. Tonkin & Taylor

Ltd, New Zealand.

Tonkin + Taylor. (2011). Lee Valley Dam – Stage 1 Design Report. Tonkin & Taylor Ltd, New Zealand.

Tonkin + Taylor. (2014). Lee Valley Dam - Detailed Design Report Stage 3. Tonkin & Taylor Ltd, New

Zealand.

Tonkin + Taylor. (2019). Waimea Dam - Stage 4 Detailed Design Report. Tonkin & Taylor Ltd, New

Zealand.

Veale, B., Webby, G. and Hendon, M. (2019). Dam-Break Consequence Assessments: Framework for

estimation of population at risk. NZSOLD ANCOLD 2019 Combined Conference: Resilient

Dams and Levees, 9-12 October 2019, Auckland, New Zealand.

Wahl, T. (1998). Prediction of Embankment Dam Breach Parameters – A Literature Review and Needs

Assessment. Dam Safety Rep. No. DSO-98-004, U.S. Dept. of the Interior, Bureau of

Reclamation, Denver. https://www.usbr.gov/ssle/damsafety/TechDev/DSOTechDev/DSO-

98-04.pdf

Waimea Water et al. (2018). Failure Modes and Effects Assessment Rev B

WD.1368 42

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!