Volume 42 Issue 7
Jul.  2023
Turn off MathJax
Article Contents
Yuan Li, Chi Zhang, Hongshuai Qi, Jiacheng Song, Weiqi Dai, Shanhang Chi, Jian Shi, Dake Chen. Analysis of wave shoaling and shore-breakers on a low tide terrace beach based on in-situ measurements at Xisha Bay on South China coast[J]. Acta Oceanologica Sinica, 2023, 42(7): 175-184. doi: 10.1007/s13131-023-2188-4
Citation: Yuan Li, Chi Zhang, Hongshuai Qi, Jiacheng Song, Weiqi Dai, Shanhang Chi, Jian Shi, Dake Chen. Analysis of wave shoaling and shore-breakers on a low tide terrace beach based on in-situ measurements at Xisha Bay on South China coast[J]. Acta Oceanologica Sinica, 2023, 42(7): 175-184. doi: 10.1007/s13131-023-2188-4

Analysis of wave shoaling and shore-breakers on a low tide terrace beach based on in-situ measurements at Xisha Bay on South China coast

doi: 10.1007/s13131-023-2188-4
Funds:  The Key Program of National Natural Science Foundation of China under contract No. 41930538; the Open Research Fund of State Key Laboratory of Estuarine and Coastal Research, East China Normal University under contract No. SKLEC-KF202203; the National Natural Science Foundation of China under contract No. 52201317; the National Key Research and Development Program under contract No. 2022YFC3106102; the China Postdoctoral Science Foundation under contract No. 2022M711023; the Jiangsu Funding Program for Excellent Postdoctoral Talent under contract No. 2022ZB148.
More Information
  • Low tide terrace beach is a main beach type along South China coasts with strong tidal actions. How strong tides affect wave transformations on low tide terrace beach still remains unclear. In this study, in-situ measurements are conducted on the low terrace beach at Xisha Bay to provide quantitative descriptions of wave shoaling and shore-breaker phenomena under the tidal effects. It is found that wave breaking is unsaturated on the low tide terrace beach at Xisha Bay. Magnitudes of wave skewness and asymmetry increase as wave shoals and achieve the maximum value at the shore-breaker, and then decrease rapidly. Mean energy dissipation rates of shore-breakers are tide-modulated since the bottom slope changes at the shoreward boundary of wave propagation in a tidal cycle. The remaining wave energy flux at the initialization of the shore-breaker is 1%–12% of offshore wave energy flux, and the energy flux ratio decreases with increasing offshore wave heights. Wave attenuation at shore-breakers can be estimated directly from offshore wave conditions based on findings in this study, favoring designs of seawalls or beach nourishment projects. Field datasets on wave transformations can also be used for verifications of wave numerical models.
  • loading
  • Alexander P S, Holman R A. 2004. Quantification of nearshore morphology based on video imaging. Marine Geology, 208(1): 101–111. doi: 10.1016/j.margeo.2004.04.017
    Baldock T E, Holmes P, Bunker S, et al. 1998. Cross-shore hydrodynamics within an unsaturated surf zone. Coastal Engineering, 34(3–4): 173–196
    Baldock T E, Holmes P, Horn D P. 1997. Low frequency swash motion induced by wave grouping. Coastal Engineering, 32(2–3): 197–222
    Battjes J A. 1974. Surf similarity. In: Proceedings of the 14th International Conference on Coastal Engineering. Copenhagen: American Society of Civil Engineers, 466–480
    Bertin X, Martins K, de Bakker A, et al. 2020. Energy transfers and reflection of infragravity waves at a dissipative beach under storm waves. Journal of Geophysical Research: Oceans, 125(5): e2019JC015714
    Bishop C T, Donelan M A. 1987. Measuring waves with pressure transducers. Coastal Engineering, 11(4): 309–328. doi: 10.1016/0378-3839(87)90031-7
    Booij N. 1981. Gravity waves on water with non-uniform depth and current [dissertation]. Delft: Delft University of Technology, 131
    Cai Feng, Cao Chao, Qi Hongshuai, et al. 2022. Rapid migration of mainland China’s coastal erosion vulnerability due to anthropogenic changes. Journal of Environmental Management, 319: 115632. doi: 10.1016/j.jenvman.2022.115632
    Cai Feng, Lei Gang, Chen Xingjun, et al. 2012. Engineering feasibility report on beach restoration project at Xisha Bay, Quanzhou. Xiamen: Third Institute of Oceanography, Ministry of Natural Resources
    Carini R J, Chickadel C C, Jessup A T. 2021. Surf zone waves at the onset of breaking: 2. predicting breaking and breaker type. Journal of Geophysical Research: Oceans, 126(4): e2020JC016935
    Chen Hongzhou, Jiang Dahuang, Tang Xiaocheng, et al. 2019. Evolution of irregular wave shape over a fringing reef flat. Ocean Engineering, 192: 106544. doi: 10.1016/j.oceaneng.2019.106544
    Chi Shanhang, Zhang Chi, Sui Titi, et al. 2021. Field observation of wave overtopping at sea dike using shore-based video images. Journal of Hydrodynamics, 33(4): 657–672. doi: 10.1007/s42241-021-0073-1
    Chi Shanhang, Zhang Chi, Wang Ping, et al. 2023. Morphological evolution of paired sand spits at the Fudu River Mouth: wave effects and anthropogenic factors. Marine Geology, 456: 106991. doi: 10.1016/j.margeo.2023.106991
    de Korte E, Castelle B, Tellier E. 2021. A Bayesian network approach to modelling rip-current drownings and shore-break wave injuries. Natural Hazards and Earth System Sciences, 21(7): 2075–2091. doi: 10.5194/nhess-21-2075-2021
    Doering J C, Bowen A J. 1995. Parametrization of orbital velocity asymmetries of shoaling and breaking waves using bispectral analysis. Coastal Engineering, 26(1–2): 15–33
    Elfrink B, Hanes D M, Ruessink B G. 2006. Parameterization and simulation of near bed orbital velocities under irregular waves in shallow water. Coastal Engineering, 53(11): 915–927. doi: 10.1016/j.coastaleng.2006.06.002
    Elgar S, Guza R T. 1985. Observations of bispectra of shoaling surface gravity waves. Journal of Fluid Mechanics, 161: 425–448. doi: 10.1017/S0022112085003007
    Fang Kezhao, Liu Zhongbo, Zou Zhili, et al. 2013. Numerical simulation of longshore currents. Advances in Water Science (in Chinese), 24(2): 258–265
    Isobe M, Horikawa K. 1982. Study on water particle velocities of shoaling and breaking waves. Coastal Engineering in Japan, 25(1): 109–123. doi: 10.1080/05785634.1982.11924340
    Li Yuan, Zhang Chi, Chen Dake, et al. 2021. Barred beach profile equilibrium investigated with a process-based numerical model. Continental Shelf Research, 222: 104432. doi: 10.1016/j.csr.2021.104432
    Li Yuan, Zhang Chi, Chen Shubin, et al. 2022a. Influence of artificial sandbar on nonlinear wave transformation: experimental investigation and parameterizations. Ocean Engineering, 257: 111540. doi: 10.1016/j.oceaneng.2022.111540
    Li Yuan, Zhang Chi, Dai Weiqi, et al. 2022b. Laboratory investigation on morphology response of submerged artificial sandbar and its impact on beach evolution under storm wave condition. Marine Geology, 443: 106668. doi: 10.1016/j.margeo.2021.106668
    Li Yuan, Zhang Chi, Song Jiacheng, et al. 2022c. Tide-modulated wave characteristics and breaking regimes in the intertidal zone of a dissipative beach. Ocean Engineering, 266: 113055. doi: 10.1016/j.oceaneng.2022.113055
    Masselink G, Short A D. 1993. The effect of tide range on beach morphodynamics and morphology: a conceptual beach model. Journal of Coastal Research, 9(3): 785–800
    Moulton A M B, Hesp P A, da Silva G M, et al. 2021. Surfzone-beach-dune interactions along a variable low wave energy dissipative beach. Marine Geology, 435: 106438. doi: 10.1016/j.margeo.2021.106438
    Muller M W. 2018. Beach replenishment and surf-zone injuries along the coast of Delmarva, USA. Ocean & Coastal Management, 151: 127–133
    Peng Zhong, Zou Qingping, Reeve D, et al. 2009. Parameterisation and transformation of wave asymmetries over a low-crested breakwater. Coastal Engineering, 56(11–12): 1123–1132
    Power H E, Baldock T E, Callaghan D P, et al. 2013. Surf zone states and energy dissipation regimes — A similarity model. Coastal Engineering Journal, 55(1): 1350003-1–1350003-18
    Power H E, Hughes M G, Aagaard T, et al. 2010. Nearshore wave height variation in unsaturated surf. Journal of Geophysical Research: Oceans, 115(C8): C08030
    Qi Hongshuai, Cai Feng, Lei Gang, et al. 2010. The response of three main beach types to tropical storms in South China. Marine Geology, 275(1–4): 244–254
    Raubenheimer B, Guza R T, Elgar S. 1996. Wave transformation across the inner surf zone. Journal of Geophysical Research: Oceans, 101(C11): 25589–25597. doi: 10.1029/96JC02433
    Rocha M V L, Michallet H, Silva P A. 2017. Improving the parameterization of wave nonlinearities—The importance of wave steepness, spectral bandwidth and beach slope. Coastal Engineering, 121: 77–89. doi: 10.1016/j.coastaleng.2016.11.012
    Ruessink G B, Michallet H, Bonneton P, et al. 2013. GLOBEX: wave dynamics on a gently sloping laboraty beach. In: Proceedings of 7th International Conference on Coastal Dynamics. Arcachon: University of Bordeaux, 1351–1362
    Ruessink B G, Ramaekers G, van Rijn L C. 2012. On the parameterization of the free-stream non-linear wave orbital motion in nearshore morphodynamic models. Coastal Engineering, 65: 56–63. doi: 10.1016/j.coastaleng.2012.03.006
    Shi Fengyan, Cai Feng, Kirby J T, et al. 2013. Morphological modeling of a nourished bayside beach with a low tide terrace. Coastal Engineering, 78: 23–34. doi: 10.1016/j.coastaleng.2013.03.005
    Shi Fengyan, Kirby J T. 2008. Discussion of “Wave setup and setdown generated by obliquely incident waves” by T.-W. Hsu et al., coastal engineering, 53, 865-877, 2006. Coastal Engineering, 55(12): 1247–1249. doi: 10.1016/j.coastaleng.2008.08.001
    Shi Jian, Zheng Jinhai, Zhang Chi, et al. 2019. A 39-year high resolution wave hindcast for the Chinese coast: model validation and wave climate analysis. Ocean Engineering, 183: 224–235. doi: 10.1016/j.oceaneng.2019.04.084
    Stokes C, Masselink G, Revie M, et al. 2017. Application of multiple linear regression and Bayesian belief network approaches to model life risk to beach users in the UK. Ocean & Coastal Management, 139: 12–23
    Thomson J, Elgar S, Raubenheimer B, et al. 2006. Tidal modulation of infragravity waves via nonlinear energy losses in the surfzone. Geophysical Research Letters, 33(5): L05601
    Ting F C K, Kirby J T. 1995. Dynamics of surf-zone turbulence in a strong plunging breaker. Coastal Engineering, 24(3–4): 177–204
    Wang Ping, Ebersole B A, Smith E R. 2003. Beach-profile evolution under spilling and plunging breakers. Journal of Waterway, Port, Coastal, and Ocean Engineering, 129(1): 41–46
    Wright L D, Chappell J, Thom B G, et al. 1979. Morphodynamics of reflective and dissipative beach and inshore systems: southeastern Australia. Marine Geology, 32(1–2): 105–140
    Wright L D, Short A D. 1984. Morphodynamic variability of surf zones and beaches: a synthesis. Marine Geology, 56(1–4): 93–118
    Yao Yu, He Wenrun, Deng Zhengzhi, et al. 2019. Laboratory investigation of the breaking wave characteristics over a barrier reef under the effect of current. Coastal Engineering Journal, 61(2): 210–223. doi: 10.1080/21664250.2019.1579461
    Yao Yu, He Wenrun, Jiang Changbo, et al. 2020. Wave-induced set-up over barrier reefs under the effect of tidal current. Journal of Hydraulic Research, 58(3): 447–459. doi: 10.1080/00221686.2019.1623928
    Zhang Chi, Li Yuan, Cai Yu, et al. 2021a. Parameterization of nearshore wave breaker index. Coastal Engineering, 168: 103914. doi: 10.1016/j.coastaleng.2021.103914
    Zhang Chi, Li Yuan, Zheng Jinhai, et al. 2021b. Parametric modelling of nearshore wave reflection. Coastal Engineering, 169: 103978
    Zhao Shaohua, Cai Feng, Liu Zhifei, et al. 2021. Disturbed climate changes preserved in terrigenous sediments associated with anthropogenic activities during the last century in the Taiwan Strait, East Asia. Marine Geology, 437: 106499. doi: 10.1016/j.margeo.2021.106499
    Zheng Jinhai, Zhang Chi, Demirbilek Z, et al. 2014. Numerical study of sandbar migration under wave-undertow interaction. Journal of Waterway, Port, Coastal, and Ocean Engineering, 140(2): 146–159
    Zhu Fangfang, Dodd N. 2020. Swash zone morphodynamic modelling including sediment entrained by bore-generated turbulence. Advances in Water Resources, 146: 103756. doi: 10.1016/j.advwatres.2020.103756
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(11)  / Tables(1)

    Article Metrics

    Article views (235) PDF downloads(21) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return