波能利用型圆筒透空堤水动力特性实验研究

何方, 唐晓, 潘佳鹏, 赵嘉俊

太阳能学报 ›› 2022, Vol. 43 ›› Issue (12) : 469-475.

PDF(1938 KB)
欢迎访问《太阳能学报》官方网站,今天是
PDF(1938 KB)
太阳能学报 ›› 2022, Vol. 43 ›› Issue (12) : 469-475. DOI: 10.19912/j.0254-0096.tynxb.2022-0152

波能利用型圆筒透空堤水动力特性实验研究

  • 何方, 唐晓, 潘佳鹏, 赵嘉俊
作者信息 +

EXPERIMENTAL INVESTIGATION ON HYDRODYNAMIC CHARACTERISTICS OF WAVE-ENERGY-UTILIZATION TYPE CYLINDRICAL OPEN BREAKWATER

  • He Fang, Tang Xiao, Pan Jiapeng, Zhao Jiajun
Author information +
文章历史 +

摘要

将波能装置与防波堤等海洋结构物相结合,将有助于提升其经济性,促进其应用。以一定间距平行排布多个圆筒振荡水柱装置(OWC)形成波能利用型圆筒透空堤,并基于二维波浪水槽物理模型实验对其水动力特性展开研究,重点关注筒间距、OWC吃水、波高对于波浪防护和波能转换的影响规律。结果表明:圆筒较为紧密排布时,高效波能转换的波频范围显著拓宽;较浅OWC吃水在获得近似波浪防护效果的同时波能转换性能更佳;波浪防护效果及波能转换性能受波高影响较小。波能利用型圆筒透空堤在实际应用时,应采用较小的筒间距和OWC吃水,以同时兼顾较好的波浪防护效果和波能转换性能。

Abstract

Combining wave energy devices with marine structures such as breakwaters will help improve their economics and facilitate their application. Arranging a number of cylindrical oscillating water column devices (OWC) in parallel at a certain distance can function as wave-energy-utilization type cylindrical open breakwaters. The hydrodynamic characteristics are experimentally investigated based on a two-dimensional physical wave flume. The study focuses on the influences of cylindrical oscillating water column distance, OWC drafts, and incident wave heights on both wave protection and wave energy conversion. The results show that the wave frequency range of high conversion efficiency is significantly broadened when the cylinders are more closely arranged, a shallower OWC draft obtains better wave energy conversion with a similar wave protection level, and the wave height has a relatively minor impact on both wave protection and wave energy conversion. In the practical application of wave-energy-utilization type cylindrical open breakwater, relatively small cylinder spacings and OWC drafts are suggested, taking better wave protection and wave energy conversion into account at the same time.

关键词

波能转换 / 波浪能 / 防波堤 / 波浪透射 / 海岸防护

Key words

wave energy conversion / wave power / breakwater / wave transmission / coastal protection

引用本文

导出引用
何方, 唐晓, 潘佳鹏, 赵嘉俊. 波能利用型圆筒透空堤水动力特性实验研究[J]. 太阳能学报. 2022, 43(12): 469-475 https://doi.org/10.19912/j.0254-0096.tynxb.2022-0152
He Fang, Tang Xiao, Pan Jiapeng, Zhao Jiajun. EXPERIMENTAL INVESTIGATION ON HYDRODYNAMIC CHARACTERISTICS OF WAVE-ENERGY-UTILIZATION TYPE CYLINDRICAL OPEN BREAKWATER[J]. Acta Energiae Solaris Sinica. 2022, 43(12): 469-475 https://doi.org/10.19912/j.0254-0096.tynxb.2022-0152
中图分类号: U653.4    P743.2   

参考文献

[1] 李华军, 梁丙臣, 刘勇. 海岸动力环境与新型结构的水动力模拟分析方法[M]. 北京: 科学出版社, 2017: 1-5.
LI H J, LIANG B C, LIU Y.Method of hydrodynamic simulation and analysis for coastal dynamic environment and new structures[M]. Beijing: Science Press, 2017: 1-5.
[2] HE F, ZHANG H S, ZHAO J J, et al.Hydrodynamic performance of a pile-supported OWC breakwater: an analytical study[J]. Applied ocean research, 2019, 88: 326-340.
[3] HE F, HUANG Z Z.Hydrodynamic performance of pile-supported OWC-type structures as breakwaters: An experimental study[J]. Ocean engineering, 2014, 88: 618-626.
[4] 严以新, 郑金海, 曾小川, 等. 多层挡板桩基透空式防波堤消浪特性实验研究[J]. 海洋工程, 1998, 16: 68-75.
YAN Y X, ZHENG J H, ZENG X C, et al.Characteristics of wave dissipation for file-foundation tier-retainer breakwaters[J]. The ocean engineering, 1998, 16: 68-75.
[5] BROSSARD J, JARNO-DRUAUX A, MARIN F, et al.Fixed absorbing semi-immersed breakwater[J]. Coastal engineering, 2003, 49: 25-41.
[6] LIU Y, LI H J.Wave scattering by dual submerged horizontal porous plates: further results[J]. Ocean engineering, 2014, 81: 158-163.
[7] KHAN N, KALAIR A, ABAS N, et al.Review of ocean tidal, wave and thermal energy technologies[J]. Renewable & sustainable energy reviews, 2017, 72: 590-604.
[8] HE F, HUANG Z H, LAW A W K. An experimental study of a floating breakwater with asymmetric pneumatic chambers for wave energy extraction[J]. Applied energy, 2013, 106: 222-231.
[9] FALCÃO A F O, HENRIQUES J C C. Oscillating-water-column wave energy converters and air turbines: a review[J]. Renewable energy, 2016, 85: 1391-1424.
[10] 汤谷涵, 许传礼, 刘臻. U型OWC气室结构参量数值模拟研究[J]. 中国水运, 2019, 19(9): 77-79.
TANG G H, XU C L, LIU Z.Numerical simulation of structural parameters for air chamber of U-shaped OWC[J]. China water transport, 2019, 19(9): 77-79.
[11] HE F, HUANG Z H, LAW A W K. Hydrodynamic performance of a rectangular floating breakwater with and without pneumatic chambers: an experimental study[J]. Ocean engineering, 2012, 51: 16-27.
[12] 于定勇, 曲铭, 谢雨嘉. 一种集成OWC气室的桩基防波堤方案设计与试验研究[J]. 太阳能学报, 2021, 42(10): 379-386.
YU D Y, QU M, XIE Y J.Design and experimental study of a pile-based breakwater integrated OWC air chamber[J]. Acta energiae solaris sinica, 2021, 42(10): 379-386.
[13] HE F, LENG J, ZHAO X Z.An experimental investigation into the wave energy extraction of a floating box-type breakwater with dual pneumatic chambers[J]. Applied ocean research, 2017, 67: 21-30.
[14] WASHIO Y, OSAWA H, NAGATA Y, et al.The offshore floating type wave power device“Mighty Whale”: open sea tests[C]//The Tenth International Offshore and Polar Engineering Conference: International Society of Offshore and Polar Engineers, Oslo, Norway, 2000: 517-524.
[15] EVANS D V, PORTER R.Efficient calculation of hydrodynamic properties of OWC-type devices[J]. Journal of offshore mechanics and arctic engineering, 1997, 119: 210-218.
[16] MARTINS-RIVAS H, MEI C C.Wave power extraction from an oscillating water column at the tip of a breakwater[J]. Journal of fluid mechanics, 2009, 626: 395-414.
[17] WANG C, ZHANG Y L.Numerical investigation on the wave power extraction for a 3D dual-chamber oscillating water column system composed of two closely connected circular sub-units[J]. Applied energy, 2021, 295: 117009.
[18] XU C H, HUANG Z H.A dual-functional wave-power plant for wave-energy extraction and shore protection: a wave-flume study[J]. Applied energy, 2018, 229: 963-976.
[19] NING D Z, ZHOU Y, ZHANG C W.Hydrodynamic modeling of a novel dual-chamber OWC wave energy converter[J]. Applied ocean research, 2018, 78: 180-191.
[20] NING D Z, ZHOU Y, MAYON R, et al.Experimental investigation on the hydrodynamic performance of a cylindrical dual-chamber oscillating water column device[J]. Applied energy, 2020, 260: 114252.
[21] 何方, 冷杰. 大直径圆筒型透空堤兼振荡水柱波能发电装置:中国, ZL2016 1 0781366.6[P]. 2016-08-14.
HE F, LENG J. Large-diameter cylindrical open breakwaters used as oscillating water column wave energy devices: China, ZL2016 1 0781366.6[P]. 2016-08-14.
[22] HE F, HUANG Z H.Characteristics of orifices for modeling nonlinear power take-off in wave-flume tests of oscillating water column devices[J]. Journal of Zhejiang University Science A, 2017, 18(5): 329-345.
[23] Det Norske Ver tas. Recommended practice DNV-RP-C 205: environmental conditions and environmental loads[M]. Oslo: DNV AS, 2019: 110-115.
[24] GODA Y, SUZUKI Y.Estimation of incident and reflected waves in random wave experiments[C]//Proceedings of the 15th International Conference on Coastal Engineering, Hawaii, USA, 1976.

基金

国家自然科学基金(52022092; 51979247); 浙江省万人计划科技创新领军人才项目(2021R52050)

PDF(1938 KB)

Accesses

Citation

Detail

段落导航
相关文章

/