期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
Numerical study of hydrodynamic mechanism of dynamic tidal power 被引量:5
1
作者 Peng Dai Ji-sheng Zhang +4 位作者 Jin-hai Zheng kees hulsbergen Gijs van Banning Jeroen Adema Zi-xuan Tang 《Water Science and Engineering》 EI CAS CSCD 2018年第3期220-228,共9页
Dynamic tidal power is a new way of capturing tidal energy by building a water head using a dike perpendicular to the coast. This study explored the hydrodynamic mechanism of the water head across an intended dynamic ... Dynamic tidal power is a new way of capturing tidal energy by building a water head using a dike perpendicular to the coast. This study explored the hydrodynamic mechanism of the water head across an intended dynamic tidal power dike system using the Delft3 D-FLOW software module. The propagating wave was simulated in a rectangular domain with a horizontal sea bottom at a 30-m depth. A significant water head was created across the dike by blocking the water. The water head increased with increasing dike length and increasing undisturbed tidal current acceleration. The maximum water head for the dike with a length of 50 km, located 900 km from the western boundary, was 2.15 m,which exceeded the undisturbed tidal range. The time series of the water head behaved in a manner identical to the undisturbed tidal current acceleration. The distribution of the water head over the dike assumed an elliptical shape. A parasitic wave was generated at the attachment and scattered outward. The phase lag across the dike did not behave as a linear function of the detour distance. 展开更多
关键词 DYNAMIC TIDAL power Marine RENEWABLE energy Added mass PHASE-SHIFT COASTAL engineering Delft3D
下载PDF
动态潮汐能大坝水头数值计算 被引量:1
2
作者 许雪峰 杨万康 +4 位作者 kees hulsbergen 宋泽坤 王传崑 羊天柱 郑智佳 《水力发电学报》 EI CSCD 北大核心 2015年第11期143-147,共5页
动态潮汐能是一种新型的潮汐能开发方式,由荷兰海岸工程师Hulsbergen和Steijn提出,具体为建立一个长度为几十千米以上且垂直于海岸线的T型坝,使沿岸的潮汐波变形,从而在坝的两侧产生水头差,可用于潮汐能发电。不同的大坝尺寸会产生不同... 动态潮汐能是一种新型的潮汐能开发方式,由荷兰海岸工程师Hulsbergen和Steijn提出,具体为建立一个长度为几十千米以上且垂直于海岸线的T型坝,使沿岸的潮汐波变形,从而在坝的两侧产生水头差,可用于潮汐能发电。不同的大坝尺寸会产生不同大小的水头,理论公式和数值模型均被用于计算该水头大小。本研究利用Kolkman公式和平直海岸二维潮流模型,分别计算了作用在大坝上的动态水头并进行无量纲处理,对比发现两种方法获得的结果较为接近。其中采用Kolkman公式所获结果略小,说明在开阔海域中海底阻力对动态潮汐能起次要作用,Kolkman公式忽略阻力项的算法是可行的,理论公式也同样能够反映潮汐和大坝的相互作用,通过Kolkman公式和数值模拟结果的互相验证,可以提高水位差的计算准确度。 展开更多
关键词 潮汐能 动态潮汐能 潮流模型 大坝 水头
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部