Biblio: lead -> led
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@ -11,7 +11,7 @@ of the breakwater. The simulation will be performed using the olaFlow
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\parencite{olaFlow} model in a three-dimensionnal setting.
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This study presents several aspects that are crucial to consider in order to
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obtain accurate results. The seastate that lead to the studied event is known
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obtain accurate results. The seastate that led to the studied event is known
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thanks to a wave buoy located in front of the breakwater \parencite{amir}.
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However, in order to input an accurate incident wave into the numerical model,
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it will be necessary to extract the incident and reflected waves from the raw
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@ -86,7 +86,7 @@ and reflected waves. This method relies on two or more gauges, using a least
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squares method. Results are very accurate in the absence of noise, but a small
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amount of error appears when noise is added.
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\textcite{inch2016accurate} noticed that the presence of noise lead to
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\textcite{inch2016accurate} noticed that the presence of noise led to
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overestimation of reflection coefficient. The creation of bias lookup tables is
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proposed in order to account for noise-induced error in reflection coefficient
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estimations.
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@ -487,7 +487,7 @@ the pre-transport conditions on block displacement.
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\textcite{kennedy2017extreme} derived new equations following the approach from
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\textcite{nandasena2011numerical} accounting for non-parallelepipedic blocks.
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The revised equations lead to a lower velocity threshold for block movement.
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The revised equations led to a lower velocity threshold for block movement.
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This highlights the importance of boulder shape in displacement considerations.
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\textcite{lodhi2020role} highlighted the importance of hydrodynamic pressure in
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