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Wark, Bob; Thomas, Louise

This paper discusses the rating curves developed for several case studies from the Pilbara and Kimberley, including the Harding Dam, Moochalabra Dam and Ophthalmia Dam. The paper will discuss the impact of underestimated rating curves on the design of infrastructure. An example has occurred at Harding Dam where the pump station was designed to be inundated at a 1:100 AEP and this is now estimated to occur at a lower AEP. The paper will also discuss methods to improve the accuracy of rating curves and the challenges associated with determining accurate rating curves.

Now showing all 12 search results

  • $15.00
    2014  Papers

    2014 – Does Your Rating Curve Hold Water: The Consequence of Rating Curve Errors

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  • $15.00
    2014  Papers

    2014 – Oaky River Dam Failure

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    2016  Papers

    2016 – Paradise Dam – An Analysis of Severe Damage to a Modern Dam

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  • $15.00
    2017  Papers

    2017 – Construction Flood Risk Strategies for Dam Upgrades

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  • $15.00
    2017  Papers

    2017 – Tropical Cyclone Debbie – A SunWater Experience

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  • $15.00
    2018  Papers

    2018 – Performance of U.S. Federal Flood Protection Systems from 2010 through 2017

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  • $15.00
    2019  Papers

    2019 – Design of Rockfill Embankments for Overtopping During Construction

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    2013  Papers

    2013 – Challenges and lessons learnt from high-risk dam construction projects

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  • $15.00
    2013  Papers

    2013 – Cotter Dam – recovering from major floods during construction

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  • $15.00
    2012  Papers

    2012 – The Victorian Floods Review: a hydrologist’s perspective for dam owners

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  • $15.00
    2011  Papers

    2011 – January 2011 Brisbane River Floods and Examination by Media of the Dam Operations

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  • $15.00
    2011  Papers

    2011 – ACHIEVING CONSISTENCY IN DERIVATION OF THE PROBABLE MAXIMUM FLOOD

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