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波状涌潮在变化地形上的水动力研究
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作者 李晓涵 屈科 +1 位作者 杨元平 王旭 《海洋学报》 CAS CSCD 北大核心 2023年第7期90-101,共12页
本文采用非静压单相流模型(NHWAVE)研究了波状涌潮在变化地形上的传播演变特性。通过设置合理的计算工况,系统分析了涌潮高度、潮前水深和斜坡坡度对波状涌潮水动力特性的影响。计算结果表明,涌潮高度和潮前水深对波状涌潮在变化地形上... 本文采用非静压单相流模型(NHWAVE)研究了波状涌潮在变化地形上的传播演变特性。通过设置合理的计算工况,系统分析了涌潮高度、潮前水深和斜坡坡度对波状涌潮水动力特性的影响。计算结果表明,涌潮高度和潮前水深对波状涌潮在变化地形上的水动力特性影响显著,不同的地形坡度对波状涌潮水动力特性影响较小。变化地形的存在可导致涌潮高度显著增大,引起沿程最大水位的剧烈变化,并且使涌潮传播速度降低。随涌潮高度的逐渐增加,斜坡前后潮差持续增大,同时表层速度与水深平均速度均呈现增大趋势。当增加潮前水深时,斜坡前后潮差减小,表层速度与水深平均速度单调递减。本文研究成果对于正确认识波状涌潮在变化地形上的传播演变规律有一定的参考意义,为波状涌潮河段涉水建筑物的工程设计及安全评估提供了科学依据。 展开更多
关键词 波状涌潮 变化地形 非静压模型 数值模拟
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上下游水位对平底板水闸闸堰出流淹没界限的影响 被引量:8
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作者 袁新明 曹邱林 《水利学报》 EI CSCD 北大核心 1997年第11期77-83,共7页
本文对平底板水闸闸堰出流界限及淹没界限进行了探讨,认为闸孔出流及堰流的界限不仅与闸门的相对开度有关,而且还受水闸上下游水位的影响,并给出了闸堰出流淹没界限的判别指标和波状水跃状况下的淹没界限.
关键词 堰流 闸孔出流 自由出流 水闸 淹没界限
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Evolvement of tsunami waves on the continental shelves with gentle slope in the China Seas 被引量:2
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作者 Xi Zhao Hua Liu Benlong Wang 《Theoretical & Applied Mechanics Letters》 CAS 2013年第3期35-39,共5页
Potential tsunami generated in the Okinawa Trench or the Manila Trench may attack the southeast coast of China. The continental shelves with extremely gentle slope in the China Seas affect the evolvement of tsunami wa... Potential tsunami generated in the Okinawa Trench or the Manila Trench may attack the southeast coast of China. The continental shelves with extremely gentle slope in the China Seas affect the evolvement of tsunami waves. In this paper, we carry out the simulation of tsunami propagation based on the fully nonlinear and highly dispersive Boussinesq model, which could describe the nonlinearity and dispersion of water waves quite well. So the undulation characters could be well presented. In terms of the real topographies of the East China Sea and the South China Sea, we take some typical profiles to simulate the hypothetical tsunamis generated in the Okinawa Trench and the Manila Trench. Different waveforms in the near shore regions are obtained. The N-shape tsunami waves will evolve into long wave trains, undular bores or solitons near the coastal area. The numerical results of the near shore waveform provide essential conditions for the further studies of tsunami runup and inundation. 展开更多
关键词 TSUNAMI gentle slope wave train undular bore SOLITON
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BOUSSINESQ方程初边值问题的孤立波解
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作者 吕秋强 《计算物理》 CSCD 北大核心 1990年第1期11-16,共6页
本文给出了Boussinesq方程的一种差分格式并对其初边值问题进行了数值模拟。数值证明了在一些边界条件下Boussinesq方程孤立波解的存在。
关键词 孤立波 BOUSSINESQ 方程 差分 格式
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A NEW HIGH ORDER SCHEME FOR CONVECTION EQUATION AND ITS APPLICATION 被引量:10
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作者 Zhang Xiao-feng (Department of River Engineering, Wuhan University, Wuhan 430072, China) Zhang Hong-wu (Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China) Tamotsu Takahashi, Hajime Nakagawa (Disaster Prevention Research 《Journal of Hydrodynamics》 SCIE EI CSCD 2002年第1期81-86,共6页
With the undetermined coefficient method, a new high order scheme for convection equation named as HAUC was worke d out. The accuracy of the new scheme was analyzed by comparing the computed res ults with the exact s... With the undetermined coefficient method, a new high order scheme for convection equation named as HAUC was worke d out. The accuracy of the new scheme was analyzed by comparing the computed res ults with the exact solutions of 1-D pure convection equation and nonlinear con vection equation. The effectiveness of the HAUC was also examined by comparing w ith the results obtained by other schemes. Finally, it was applied to simulate 1 -D dam break flow with differenct ratios of initial upstream water depth to do wnstream one. The results show that the scheme has the ability to simulate both undular bores and moving hydraulic jumps. 展开更多
关键词 higher order scheme undetermined co efficient method dam break flow undular bore moving hydraulic jump
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