[1] |
张维, 耿宝磊, 金瑞佳. 多浮子波浪能发电平台受力分析[J]. 中国港湾建设, 2020, 40(8): 6-8. DOI:10.7640/zggwjs202008002.
doi: 10.7640/zggwjs202008002
|
[2] |
麻常雷, 夏登文, 王萌, 等. 国际海洋能技术进展综述[J]. 海洋技术学报, 2017, 36(4): 70-75. DOI:10.3969/j.issn.1003-2029.2017.04.013.
doi: 10.3969/j.issn.1003-2029.2017.04.013
|
[3] |
ASHLIN S J, SUNDAR V, SANNASIRAJ S A. Effects of bottom profile of an oscillating water column device on its hydrodynamic characteristics[J]. Renewable Energy, 2016, 96: 341-353. DOI:10.1016/j.renene.2016.04.091.
doi: 10.1016/j.renene.2016.04.091
|
[4] |
VYZIKAS T, DESHOULIÈRES S, BARTON M, et al. Experimental investigation of different geometries of fixed oscillating water column devices[J]. Renewable Energy, 2017, 104: 248-258. DOI:10.1016/j.renene.2016.11.061.
doi: 10.1016/j.renene.2016.11.061
|
[5] |
王鹏, 邓争志, 王辰, 等. 振荡水柱式防波堤的水动力特性[J]. 浙江大学学报(工学版), 2019, 53(12): 2335-2341. DOI:10.3785/j.issn.1008-973X.2019.12.010.
doi: 10.3785/j.issn.1008-973X.2019.12.010
|
[6] |
宁德志, 石进, 滕斌, 等. 岸式振荡水柱波能转换装置的数值模拟[J]. 哈尔滨工程大学学报, 2014, 35(7): 789-794.DOI:10.3969/j.issn.1006-7043.201306002.
doi: 10.3969/j.issn.1006-7043.201306002
|
[7] |
LIU Z, HYUN B, JIN J Y, et al. OWC air chamber performance prediction under impulse turbine damping effects[J]. Science China Technological Sciences, 2016, 59(4): 657-666. DOI:10.1007/s11431-016-6030-5.
doi: 10.1007/s11431-016-6030-5
|
[8] |
ZHENG S M, ZHANG Y L, IGLESIAS G. Coast/breakwater-integrated OWC: A theoretical model[J]. Marine Structures, 2019, 66: 121-135. DOI:10.1016/j.marstruc.2019.04.001.
doi: 10.1016/j.marstruc.2019.04.001
|
[9] |
史宏达, 杨国华, 刘臻, 等. 新型沉箱防波堤兼作岸式OWC波能装置的设计及稳定性研究[J]. 中国海洋大学学报(自然科学版), 2010, 40(9): 142-146. DOI:10.16441/j.cnki.hdxb.2010.09.025.
doi: 10.16441/j.cnki.hdxb.2010.09.025
|
[10] |
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. DOI:10.1016/j.apor.2019.03.022.
doi: 10.1016/j.apor.2019.03.022
|