Laboratory investigation of the Bruun Rule and beach response to sea level rise

被引:52
作者
Atkinson, Alexander L. [1 ]
Baldock, Tom E. [1 ]
Birrien, Florent [1 ]
Callaghan, David P. [1 ]
Nielsen, Peter [1 ]
Beuzen, Tomas [2 ]
Turner, Ian L. [2 ]
Blenkinsopp, Chris E. [2 ,3 ]
Ranasinghe, Roshanka [1 ,4 ,5 ,6 ]
机构
[1] Univ Queensland, Sch Civil Engn, St Lucia, Qld 4072, Australia
[2] UNSW Sydney, Sch Civil & Environm Engn, Water Res Lab, Sydney, NSW 2052, Australia
[3] Univ Bath, Water Environm & Infrastruct Resilience Res Unit, Dept Architecture & Civil Engn, Bath BA2 7AY, Avon, England
[4] UNESCO IHE, Dept Water Sci & Engn, POB 3015, NL-2610 DA Delft, Netherlands
[5] Univ Twente, Water Engn & Managemen4, Fac Engn Technol, POB 217, NL-7500 AE Enschede, Netherlands
[6] Deltares, Harbour Coastal & Offshore Engn, POB 177, NL-2600 MH Delft, Netherlands
基金
澳大利亚研究理事会;
关键词
Bruun Rule; Sea level rise; Coastal erosion; Equilibrium profiles; Sediment transport; Beach morphodynamics; SAND; PROFILES; EROSION; SIMULATION; TRANSPORT; EVOLUTION; MODEL;
D O I
10.1016/j.coastaleng.2018.03.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Rising sea levels are expected to cause widespread coastal recession over the course of the next century. In this work, new insight into the response of sandy beaches to sea level rise is obtained through a series of comprehensive experiments using monochromatic and random waves in medium scale laboratory wave flumes. Beach profile development from initially planar profiles, and a 2/3 power law profile, exposed to wave conditions that formed barred or bermed profiles and subsequent profile evolution following rises in water level and the same wave conditions are presented. Experiments assess profile response to a step-change in water level as well as the influence of sediment deposition above the still water level (e.g. overwash). A continuity based profile translation model (PTM) is applied to both idealised and measured shoreface profiles, and is used to predict overwash and deposition volumes above the shoreline. Quantitative agreement with the Bruun Rule (and variants of it) is found for measured shoreline recession for both barred and bermed beach profiles. There is some variability between the profiles at equilibrium at the two different water levels. Under these idealised conditions, deviations between the original Bruun Rule, the modification by Rosati et al. (2013) and the PTM model predictions are of the order of 15% and all these model predictions are within +/- 30% of the observed shoreline recession. Measurements of the recession of individual contour responses, such as the shoreline, may be subject to local profile variability; therefore, a measure of the mean recession of the profile is also obtained by averaging the recession of discrete contours throughout the active profile. The mean recession only requires conservation of volume, not conservation of profile shape, to be consistent with the Bruun Rule concept, and is found to be in better agreement with all three model predictions than the recession measured at the shoreline.
引用
收藏
页码:183 / 202
页数:20
相关论文
共 56 条
  • [1] Allison H., 1981, P ROYAL SOC VICTORIA, V93, P87
  • [2] [Anonymous], 1995, COAST DYN 95
  • [3] [Anonymous], 2013, CLIMATE CHANGE 2013
  • [4] [Anonymous], 1999, HDB BEACH SHOREFACE
  • [5] [Anonymous], 1983, T JPN GEOMORPHOL UNI
  • [6] A high-resolution sub-aerial and sub-aqueous laser based laboratory beach profile measurement system
    Atkinson, Alexander
    Baldock, Tom E.
    [J]. COASTAL ENGINEERING, 2016, 107 : 28 - 33
  • [7] Morphodynamic evolution of a coastal lagoon entrance during swash overwash
    Baldock, T. E.
    Weir, F.
    Hughes, M. G.
    [J]. GEOMORPHOLOGY, 2008, 95 (3-4) : 398 - 411
  • [8] Morphological hysteresis in the evolution of beach profiles under sequences of wave climates - Part 1; observations
    Baldock, T. E.
    Birrien, F.
    Atkinson, A.
    Shimamoto, T.
    Wu, S.
    Callaghan, D. P.
    Nielsen, P.
    [J]. COASTAL ENGINEERING, 2017, 128 : 92 - 105
  • [9] Large-scale experiments on beach profile evolution and surf and swash zone sediment transport induced by long waves, wave groups and random waves
    Baldock, T. E.
    Alsina, J. A.
    Caceres, I.
    Vicinanza, D.
    Contestabile, P.
    Power, H.
    Sanchez-Arcilla, A.
    [J]. COASTAL ENGINEERING, 2011, 58 (02) : 214 - 227
  • [10] Physical model study of beach profile evolution by sea level rise in the presence of seawalls
    Beuzen, T.
    Turner, I. L.
    Blenkinsopp, C. E.
    Atkinson, A.
    Flocard, F.
    Baldock, T. E.
    [J]. COASTAL ENGINEERING, 2018, 136 : 172 - 182