1993
DOI: 10.1061/(asce)0733-950x(1993)119:2(204)
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Convolution Method for Time‐Dependent Beach‐Profile Response

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Cited by 153 publications
(132 citation statements)
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“…A detailed description of the application of the JPM model to simulate storm erosion statistics at Narrabeen beach (in the absence of SLR) is given in , and hence only a brief summary is provided herein. For the purposes of the present model application, following common practice in the study area (Lord and Kulmar 2000;Kulmar et al 2005), a storm event is defined as a single meteorological event where the significant wave height exceeds 3 m. Following Kriebel and Dean (1993), a sine-squared function (above the threshold wave height) is assumed to represent the time evolution of storm events. The data employed in this model application included 36 years of non-directional offshore wave data, 14 years of directional offshore wave data, and 90 years of water level data.…”
Section: Dune Erosion Modelmentioning
confidence: 99%
“…A detailed description of the application of the JPM model to simulate storm erosion statistics at Narrabeen beach (in the absence of SLR) is given in , and hence only a brief summary is provided herein. For the purposes of the present model application, following common practice in the study area (Lord and Kulmar 2000;Kulmar et al 2005), a storm event is defined as a single meteorological event where the significant wave height exceeds 3 m. Following Kriebel and Dean (1993), a sine-squared function (above the threshold wave height) is assumed to represent the time evolution of storm events. The data employed in this model application included 36 years of non-directional offshore wave data, 14 years of directional offshore wave data, and 90 years of water level data.…”
Section: Dune Erosion Modelmentioning
confidence: 99%
“…The I R index provides a measurement of potential beach retreat and is used for the dynamical calculation of the shoreline retreat based on the convolution method of Kriebel and Dean (1993). I R values depend on the percentage associated to the maximum beach retreat (R max ) normalized with respect to L (Benassai et al, 2009).…”
Section: The Cva Modelmentioning
confidence: 99%
“…I R values depend on the percentage associated to the maximum beach retreat (R max ) normalized with respect to L (Benassai et al, 2009). R max is evaluated as the maximum value of the general solution associated to the Kriebel and Dean (1993) convolution method…”
Section: The Cva Modelmentioning
confidence: 99%
“…If the storm surge plus wave runup do not exceed the barrier island elevation, the timedependent berm erosion, E(t), is calculated using the Convolution Storm Erosion Method (Kriebel and Dean 1993):…”
Section: Erosionmentioning
confidence: 99%