珊瑚岸礁破碎带附近波浪演化实验研究

姚宇; 杜睿超; 袁万成; 蒋昌波

doi:10.3969/j.issn.0253-4193.2015.12.007

珊瑚岸礁破碎带附近波浪演化实验研究

doi: 10.3969/j.issn.0253-4193.2015.12.007

1.
长沙理工大学水利工程学院, 湖南长沙 410004;河海大学水文水资源与水利工程科学国家重点实验室, 江苏南京 210098
2.
长沙理工大学水利工程学院, 湖南长沙 410004

基金项目: 国家自然科学基金资助项目(51309035,51239001);高等学校博士学科点科研基金新教师类(20134316120004);水文水资源与水利工程科学国家重点实验室开放研究基金(2014491011)。

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出版历程
- 收稿日期: 2015-05-07
- 修回日期: 2015-06-27

Experimental study of wave transformation around the surf zone over fringing reefs

1.
School of Hydraulic Engineering, Changsha University of Science & Technology, Changsha 410004, China;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China
2.
School of Hydraulic Engineering, Changsha University of Science & Technology, Changsha 410004, China

摘要

摘要: 通过波浪水槽实验对珊瑚岸礁破碎带附近波浪演变规律开展研究,实验采用了概化的岸礁模型,测试了4种礁坪水深、4种礁前斜坡坡度和一系列入射波高的组合工况。对破碎带宽度和破碎带附近波浪的入射、反射、透射以及能量耗散进行了测量分析,透射波的计算考虑了礁坪上高次谐波的影响。结果表明:礁坪水深和入射深水波高的比值(即礁坪相对水深)是影响岸礁破碎带附近波浪演化的关键参数,而礁前斜坡坡度的影响在本文测量的范围内可以忽略不计。破碎带宽度与礁坪上浅水波波长为同一数量级,并与礁坪相对水深成反比;透射系数随礁坪相对水深的增大呈线性增长,而反射系数的变化却无类似规律;岸礁能够削弱超过50%入射波能,礁坪相对水深越小,波浪破碎造成的能量耗散越大。
- 波浪演化 /
- 破碎带 /
- 物理模型实验 /
- 珊瑚岸礁
Abstract: A series of laboratory experiments are performed in a wave flume to investigate the wave transformation around the surf zone over fringing reefs. Experimental results are reported for four reef-flat submergences,four fore-reef slopes and a variety of regular wave conditions using an idealized fringing reef model. The surfzone width,as well as the wave incidence,reflection,transmission and energy dissipation around the surf zone are measured,and the effects of higher harmonics are considered to evaluate the transmission coefficient on the reef flat. Data analysis shows that the ratio of reef-flat submergence to deep-water wave height,i.e.,the relative reef-flat submergence,is a key factor to control the wave transformation around the surf zone over fringing reefs,however the influence of fore-reef slope is negligible within the test range. The sufzone width is comparable with shallow-water wave length on the reef flat and it increases with decreasing of relative reef-flat submergence. The transmitted coefficient increases almost linearly with increasing relative reef-flat submergence but such trend could not be found for the reflection coefficient. More than 50% of incident wave energy can be damped by the fringing reef,and larger energy dissipation occurs at a lower relative reef-flat submergence.
- wave transformation /
- surf zone /
- laboratory experiments /
- fringing reef

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参考文献(16)

Monismith S G. Hydrodynamics of coral reefs[J]. Annual Review of Fluid Mechanics,2007,39:37-55.

Gourlay M R. Wave transformation on a coral reef[J]. Coastal Engineering,1994,23(1):17-42.

Gourlay M R. Wave set-up on coral reefs. 2. Set-up on reefs with various profiles[J]. Coastal Engineering,1996,28(1):17-55.

Demirbilek Z,Nwogu O G,Ward D L. Laboratory Study of Wind Effect on Runup over Fringing Reefs. Report 1. Data Report[R]. Engineer Research and Development Center Champaign Il Construction Engineering Research Lab.,2007.

Yao Y,Huang Z,Monismith S G,et al. Characteristics of monochromatic waves breaking over fringing reefs[J]. Journal of Coastal Research,2013,29(1):94-104.

赵子丹,张庆河,刘海青. 波浪在珊瑚礁及台阶式地形上的传播[J].海洋通报,1995,14(4):1-10. Zhao Zidan,Zhang Qinghe,Liu Haiqing. Wave transformation on coral reefs and submerged steps[J]. Marine Science Bulletin,1995,14(4):1-10.

张庆河,刘海青,赵子丹. 波浪在台阶地形上的破碎[J].天津大学学报,1999,32(2):204-207. Zhang Qinghe,Liu Haiqing,Zhao Zidan. Wave breaking on a submerged step[J]. Journal of Tianjin University,1999,32(2):204-207.

梅弢,高峰. 波浪在珊瑚礁坪上传播的水槽试验研究[J].水道港口,2013,34(1):13-18. Mei Tao,Gao Feng. Flume experiment research on law of wave propagation in reef flat[J]. Journal of Waterway and Harbor,2013,34(1):13-18.

柳淑学,刘宁,李金宣,等. 波浪在珊瑚礁地形上破碎特性试验研究[J].海洋工程,2015,33(2):42-49. Liu Shuxue,Liu Ning,Li Jinxuan,et al. Experimental researches on wave propagation characteristics on reefs terrain[J]. The Ocean Engineering,2015,33(2):42-49.

Hench J L,Leichter J J,Monismith S G. Episodic circulation and exchange in a wave-driven coral reef and lagoon system[J]. Limnology and Oceanography,2008,53(6):2681-2694.

Madin J S,Black K P,Connolly S R. Scaling water motion on coral reefs:from regional to organismal scales[J]. Coral Reefs,2006,25(4):635-644.

Kennedy A B,Chen Q,Kirby J T,et al. Boussinesq modeling of wave transformation,breaking,and runup. Ⅰ:1D[J]. Journal of Waterway,Port,Coastal,and Ocean Engineering,2000,126(1):39-47.

Yao Y,Huang Z,Monismith S G,et al. 1DH Boussinesq modeling of wave transformation over fringing reefs[J]. Ocean Engineering,2012,47:30-42.

Van der Meer J W,Briganti R,Zanuttigh B,et al. Wave transmission and reflection at low-crested structures:Design formulae,oblique wave attack and spectral change[J]. Coastal Engineering,2005,52(10):915-929.

Seelig W N,Ahrens J P. Estimation of wave reflection and energy dissipation coefficients for beaches,revetments,and breakwaters[R]. Coastal Engineering Research Center Fort Belvoir VA,1981.

Usace U S. Army Corps of Engineers[M]. Coastal Engineering Manual,Part. V. Coastal and Hydraulics Lab.,US Army Engineer Research and Development Center,Vicksburg,Mississippi,USA,2003.

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