Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Deng-Ting Wang"'
Publikováno v:
Water Science and Engineering, Vol 3, Iss 3, Pp 304-312 (2010)
The prediction of solitary wave run-up has important practical significance in coastal and ocean engineering, but the calculation precision is limited in the existing models. For improving the calculation precision, a solitary wave run-up calculation
Externí odkaz:
https://doaj.org/article/327025db9c1c462288e54c216ec52337
Autor:
Yan-ting Li, Cheng-jie Zeng, Zhao Yi-han, Po Hu, Tian-ting Sun, Yi-jun Hou, Dong-xue Mo, Deng-ting Wang
Publikováno v:
China Ocean Engineering. 36:413-426
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9bbd6083793a07e70b6ac3b86139701f
https://doi.org/10.1007/s13344-022-0037-4
https://doi.org/10.1007/s13344-022-0037-4
Publikováno v:
China Ocean Engineering. 36:65-75
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0164b8eec391b07ee2a2846c38ebcf20
https://doi.org/10.1007/s13344-022-0005-z
https://doi.org/10.1007/s13344-022-0005-z
Publikováno v:
China Ocean Engineering. 35:26-35
Interstitial flows in breakwater cores and seabeds are a key consideration in coastal and marine engineering designs and have a direct impact on their structural safety. In this paper, a unified fully coupled model for wave-permeable breakwater-porou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::107b225702bade4ccda93710313e9914
https://doi.org/10.1007/s13344-021-0003-6
https://doi.org/10.1007/s13344-021-0003-6
Publikováno v:
China Ocean Engineering. 34:853-862
This paper proposes an equation to calculate breaking wave induced wave set-up and set-down along reef flat. The mathematical equation was derived based on the theory of radiation stress and the conservation of wave energy. The equation is primarily
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::af516cb6d6c5fec31f27840632a0ba3b
https://doi.org/10.1007/s13344-020-0077-6
https://doi.org/10.1007/s13344-020-0077-6
Publikováno v:
Journal of Oceanology and Limnology. 37:1899-1911
Accurate estimation of wave uplift force is essential to the designs of reliable coastal and marine structures. We presents a series of laboratory work here on the impact of regular waves on horizontal panels, from which an empirical formula to estim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc960b9386c0e495b4e5a8aca646edc0
https://doi.org/10.1007/s00343-019-8292-9
https://doi.org/10.1007/s00343-019-8292-9
Publikováno v:
China Ocean Engineering. 31:350-356
In this paper, domestic and abroad research progresses and related calculation formulae of the mean overtopping discharge are summarized. Through integral physical model experiments, the relation between the wave direction and the overtopping dischar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9574ac9a1c172e666c4157e1c93cfcf8
https://doi.org/10.1007/s13344-017-0041-2
https://doi.org/10.1007/s13344-017-0041-2
Publikováno v:
China Ocean Engineering. 30:786-793
The interaction between waves and porous breakwater has an important theoretical significance and great application value of engineering. In this paper, the tests of the core material’s influence in rubble mound breakwater on wave propagation are c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2cf33ffddd168670526d2f8a8c062d3
https://doi.org/10.1007/s13344-016-0050-6
https://doi.org/10.1007/s13344-016-0050-6
Publikováno v:
China Ocean Engineering. 27:593-604
The form of Boussinesq equation derived by Nwogu (1993) using velocity at an arbitrary distance and surface elevation as variables is used to simulate wave surface elevation changes. In the numerical experiment, water depth was divided into five laye
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::800652ead5348970ddefe8820efae2a5
https://doi.org/10.1007/s13344-013-0050-8
https://doi.org/10.1007/s13344-013-0050-8
Autor:
Deng-ting Wang
Publikováno v:
China Ocean Engineering. 26:565-574
In this paper, a numerical model is established. A modified N-S equation is used as a control equation for the wave field and porous flow area. The control equations are discreted and solved by the finite difference method. The free surface is tracke
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a57f67ba7c7e0518e6d1e253e4cc408c
https://doi.org/10.1007/s13344-012-0043-z
https://doi.org/10.1007/s13344-012-0043-z