期刊文献+
共找到5篇文章
< 1 >
每页显示 20 50 100
舟山岱山岛燕窝山码头工程潮流泥沙数值模拟 被引量:7
1
作者 李玉婷 宋志尧 +2 位作者 李瑞杰 彭国强 陈鹏 《水道港口》 2019年第2期135-143,共9页
岱山岛位于舟山群岛中部,地理位置优越,具有通江达海的区位优势。为满足舟山北向的水路客运需求,拟在岱山岛北侧建设燕窝山码头工程,包括码头和防波堤。文章根据现场实测资料分析,建立了舟山岱山岛燕窝山码头工程及其附近海域潮流泥沙... 岱山岛位于舟山群岛中部,地理位置优越,具有通江达海的区位优势。为满足舟山北向的水路客运需求,拟在岱山岛北侧建设燕窝山码头工程,包括码头和防波堤。文章根据现场实测资料分析,建立了舟山岱山岛燕窝山码头工程及其附近海域潮流泥沙数学模型。在模型验证的基础上,计算了不同防波堤布置方案下码头工程及其附近的流场和泥沙淤积情况,对现有防波堤平面布置方案对水流和泥沙输运的影响进行分析,并选出合理解决方案。从水流、泥沙计算结果看,燕窝山和东垦山的北海域流速较大,超过2.0 m/s,5 m等深线以内水流流速较小,在0.6 m/s以内,故码头工程对岱山海域整体流态影响不大,其是可行的。但根据航道横流流速变化特征,应增大航道设计宽度,保证船舶航行安全。 展开更多
关键词 潮流 泥沙淤积 防波堤 码头工程
下载PDF
斜压作用对河口落潮水流剖面的影响
2
作者 陈鹏 张卓 +1 位作者 宋志尧 李玉婷 《水运工程》 北大核心 2019年第7期38-43,92,共7页
在咸淡水混合的河口由于水体密度在空间不均匀分布,水流受到斜压影响,其流速分布经常会偏离传统的对数分布。而常用的密度流分布基于常涡黏系数假定,无法用于瞬时流速剖面的拟合。基于水动力方程,得出考虑斜压影响下的湍流切应力分布,... 在咸淡水混合的河口由于水体密度在空间不均匀分布,水流受到斜压影响,其流速分布经常会偏离传统的对数分布。而常用的密度流分布基于常涡黏系数假定,无法用于瞬时流速剖面的拟合。基于水动力方程,得出考虑斜压影响下的湍流切应力分布,分析发现在斜压影响下的湍流切应力呈抛物线分布。在此基础上应用Prandtl混合长理论,提出考虑河口斜压影响的落潮水流流速剖面。通过比较数值模拟结果与实测资料,发现本文公式能很好地校正斜压引起流速剖面对于传统对数分布的偏差,提高拟合精度,得到更趋于合理的拟合参数。 展开更多
关键词 斜压 流速分布 河口 对数分布 摩阻流速
下载PDF
Facial nerve hemangiomas: A review
3
作者 song zhi-yao LI Jian-dong 《Journal of Otology》 2012年第1期28-30,共3页
Facial nerve hemangiomas are rare benign vascular tumors with primary symptoms including progressive facial nerve palsy and hearing loss. They can involve various segments of the facial nerve, especially the geniculat... Facial nerve hemangiomas are rare benign vascular tumors with primary symptoms including progressive facial nerve palsy and hearing loss. They can involve various segments of the facial nerve, especially the geniculate ganglion (G.G.). Preoperative MRI and CT imagining is of great importance for early diagnosis of such lesions. The most accepted treatment for facial nerve hemangiomas is surgical excisiont and the type of approach depends on tumor location, preoperative bearing level and tumor size. In consideration of the difficulties in differential diagnosis, otologists should pay attention to avoid missed or incorrect diagnosis in hemangiomas of facial nerve. 展开更多
关键词 Facial nerve HEMANGIOMA Facial palsy
下载PDF
AN APPROACH TO SEPARATING THE CURRENT VELOCITY IN ESTUARINE AND COASTAL WATERS 被引量:6
4
作者 NI Zhi-hui song zhi-yao WU Li-chun 《Journal of Hydrodynamics》 SCIE EI CSCD 2009年第4期512-519,共8页
In the near-shore waters, the actual flow is mainly induced by tide, wind and salinity, and the river water runoff should also be included as a component in the estuary waters. The interactions among these major compo... In the near-shore waters, the actual flow is mainly induced by tide, wind and salinity, and the river water runoff should also be included as a component in the estuary waters. The interactions among these major components are very complicated. Many approaches were proposed to study isolated tide and wind-driven currents or run-off based on the measured velocity, with all its components taken as a whole. In this article, firstly, based on the actual hydrodynamic characteristics of estuarine and coastal waters, an approach is proposed to separate the measured velocity by considering the theoretical current velocity profiles and using the least squares method. The vertical structures of tidal, wind-driven currents, density current and runoff can be obtained as well as their proportions in the measured velocity. Then, this approach is applied to the analysis of velocity data obtained in the North Branch of Yangtze River estuary and of laboratory test data. The results are found to be satisfactory. Finally, this approach is used to separate the measured velocity in the South Branch of Yangtze River estuary, to determine not only the bed friction velocity and roughness height, but also the surface wind stress, and to estimate the wind velocity data above the water surface. The results show that this method is simple in principle, practical in use, and reasonable in obtained results. So it can be used to effectively analyze the field data. 展开更多
关键词 TIDE wind-driven current density current river water runoff friction velocity roughness height velocity separation
原文传递
A NEW IMPLICIT SCHEME FOR SOLVING 3-D SHALLOW WATER FLOWS 被引量:3
5
作者 ZHANG Zhuo song zhi-yao LV Guo-nian 《Journal of Hydrodynamics》 SCIE EI CSCD 2009年第6期790-798,共9页
Based on the improved ADI method, this article proposes an improved implicit finite difference scheme for solving 3-D shallow water flows. The main objective is to design a numerical relation between the horizontal ve... Based on the improved ADI method, this article proposes an improved implicit finite difference scheme for solving 3-D shallow water flows. The main objective is to design a numerical relation between the horizontal velocity on each layer and the depth-averaged velocity for employing the improved ADI method. With the free surface elevation and the depth-averaged velocity obtained by using essentially 2-D depth-averaged mode, the velocity profiles can be obtained easily and simultaneously. The wind-induced flows, the open channel flows due to the pressure gradient and the tidal flows in coastal waters are simulated, and the results are consistent well with the analytical solution and the field data, which shows that the present implicit scheme is stable and effective, and the established model is practical. Moreover, when only one vertical layer is specified, the present 3-D numerical model is reducea to the 2-D depth-averaged model. 展开更多
关键词 shallow water equation ADI method wind-induced flow gravity-drived flow tidal flow
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部