Using an integrated model to track the fate and transport of suspended solids and heavy metals in the tidal wetlands     

Chou-ping YANG  Wu-seng LUNG  Jan-tai KUO  Jihn-sung LAI  Yu-min WANG  Chih-hung HSU 《国际泥沙研究》2012,27(2):201-212

An integrated two-dimensional depth-average numerical model was developed to simulate hydrodynamics and to track the fate and transport of contaminants in the Erh-Chung Flood Way wetland in northem Tai...  相似文献   

卫星重力梯度恢复地球重力场的频谱分析          下载免费PDF全文

蔡林  周泽兵  祝竺  高防  许厚泽 《地球物理学报》2012,(5):1565-1571

根据仪器功率谱密度和重力位系数阶方差的定义,本文建立了卫星重力梯度测量噪声功率谱密度与重力场模型的误差阶方差的直接对应关系,并基于此讨论了重力梯度测量精度、卫星轨道高度以及运行时间对地球重力场恢复精度的影响.相比于传统的基于最小二乘法评估卫星载荷噪声对地球重力场恢复精度的影响而言,本文提出的方法简单、直接,有助于快速设计和确定卫星重力测量计划的有关参数.  相似文献   

Erosion control for mudstone soil with ventilation and watertight resin     

Chung-li HSU Shin-yi DAI Shiu-wen CHIANG Chai-yin CHAN 《国际泥沙研究》2010,25(2):194-201

To accelerate the re-vegetation of exposed landslide areas, hydroseeding for soil and water conservation has been widely applied as one of the economically feasible ways. However, effect durations of different hydroseeding materials are different, the formulation density has a certain effect on plant growth and the addictives may exude. This paper presents laboratory experiments of soil erosion, exuding water quality and soil hardness by using a rainfall simulator with different conditions of slope, rainfall intensity and medication density. The results showed that soil erosion decreased significantly, suggesting a good erosion-resisting effect by the ventilation and watertight resin. No significant variation of the exuded water was observed during testing, which indicates that after gelling, the ventilation and watertight resin are unlikely to release chemical substances. It was found that high resin density will result in poor workability as well as high costs; adverse will cause the mudstone to fracture due to raindrops since cracks are common to soil surface. The weatherability after spraying and its effect on plant vegetation still need further investigation.  相似文献   

起伏条件下重力碰并造成的暖性薄云降水   总被引：5，自引：0，他引：5  

徐华英  顾震潮 《气象学报》1963,33(1):108-114

本文中考虑了云中垂直气流的湍流起伏,来計算云滴的碰并增长.发現在这种上升气流有起伏的环境下,同样大小的云滴在云中可以长成不同大小的較大云滴,包括降水胚滴和降水微元(雨滴),从而对暖性薄云如何形成降水給出一个此較合理的解释。  相似文献   

夏季东亚热带和副热带地区经向和纬向环流型的特征   总被引：32，自引：1，他引：32  

陶诗言  徐淑英  郭其蕴 《气象学报》1962,32(2):91-103

根据1958年7月8—18日和1957年7月21—30日东亚低纬度的两个悬殊的环流型,分析了在这两个时期内东亚低纬度环流的各种特征。结果得出,在经向和纬向环流期间,无论北半球纬向风带的位置,长波系统的配置,副热带高压活动的情况以及赤道辐合区的分布都有着很大的不同。此外,台风活动的次数也表现有很大悬殊。其所以有如此悬殊,可以从该两时期低纬度流场的特点来说明原因。在中国大陆上,在这两个时期的天气过程也很不同,在经向环流期间,大陆上的主要雨带成东北—西南向的,而在纬向环流期间,雨带便成东西向分布,并集中在江淮流域之间。 另外,我们又研究了在这两个时期内南北半球间环流关系,从手头所掌握的资料分析结果看,两者关系相当密切。在东亚低纬度经向环流期间,南半球(特别在澳洲)也盛行经向环流,并且在澳洲附近从南半球向北半球的质量输送也最强烈;而在东亚低纬度纬向环流期间,南半球也盛行纬向环流,澳洲附近的冷空气活动不显著,越过赤道向北的质量输送也比较弱。  相似文献   

Energetic processes regulating the strength of MJO circulation over the Maritime Continent during two types of El Ni?o          下载免费PDF全文

HSU Pang-Chi  FU Zhen  XIAO Ting 《大气和海洋科学快报》2018,(2)

不同类型的El Ni?o事件对海洋性大陆区域的MJO强度有显著的影响。其中,中太平洋型(CP)El Ni?o期间的秋冬季MJO环流在海洋性大陆区域变得更强。本文推导了新的MJO动能诊断方程,并以此来定量诊断两类El Ni?o期间调控海洋性大陆区域的MJO环流强度的物理过程。与EP El Ni?o相比,CP El Ni?o期间平均动能与MJO动能之间的正压能量转换增强。在CP El Ni?o期间,沃克环流在海洋性大陆区域出现上升异常、低层辐合和气旋异常,透过正压能量转换,MJO得以从平均气流场中获得较多的动能;并进一步透过斜压能量转换,来维持MJO自身的强度增长。CP El Ni?o期间,增强的MJO将其动能转给高频扰动,有利海洋性大陆区域的高频扰动发展。  相似文献   

ASSESSMENT OF MACCORMACK SCHEME IN UNSTEADY SEDIMENT LADEN FLOW COMPUTATION     

Shaohua Marko HSU  Tzu Ming LIU  and Chih Kang WEN 《国际泥沙研究》1999,(1)

１ＩＮＴＲＯＤＵＣＴＩＯＮＲｉｖｅｒｓｉｎＴａｉｗａｎａｒｅｒｅｌａｔｉｖｅｌｙｓｔｅｅｐｅｒｃｏｍｐａｒｅｄｔｏｔｈｏｓｅｉｎｏｔｈｅｒｃｏｎｔｉｎｅｎｔ．Ｌｏｃａｌｙｏｃｕｒｅｄｓｕｐｅｒｃｒｉｔｉｃａｌｆｌｏｗａｒｅｆａｉｒｌｙｃｏｍｍｏｎｉｎ...  相似文献   

Geometric characteristics of storm-beach profiles caused by inclined waves     

Tai-Wen Hsu 《Ocean Engineering》1998,25(1):69-84

A theoretical analysis shows that the geometric characteristics of a storm-beach profile is governed by a modified Iribarren number which includes the effects among the factors of beach slope, breaking wave angle and wave steepness. A series of experiments have been conducted in a three-dimensional movable bed model on the conditions of two different beach slopes and two incident wave angles as well as several erosive wave steepnesses. Based on the experimental data, the relative importance of each factor involved in the parameter is discussed. The empirical relationships between the geometric characteristics of a storm-beach profile and the modified Iribarren number are proposed through regression analysis.  相似文献   

RANS Modeling of Solitary Wave Propagation over A Submerged Rectangular Breakwater     

Tai-Wen HSU  Chin-Yen TSAI  Jian-Wu LAI 《海洋工程》2009,(3):473-488

In this paper a series of numerical simulations are performed to investigate the vortex shedding mechanism for a solitary wave propagating over a submerged breakwater by use of Reynolds averaged Navier-Stokes (RANS) model combined with a k-ε model. Flows of different Reynolds numbers up to Re=1.4×105 corresponding to varying incident wave heights are considered in which the characteristic fluid velocity is represented by the maximum horizontal velocity above the submerged breakwater. For the verification of the accuracy of the numerical model, the incident waves and the velocity field in the vicinity of the breakwater are compared with experimental data. The result shows that the model is capable of describing vortex shedding for a solitary wave propagating over a rectangular submerged breakwater. Key features of vortex generation, evolution and dissipation are investigated. It is found that the vortex shedding and their evolution due to separated boundary layer over the breakwater are strongly related to the Reynolds number. A considerable number of vortices and complicated vortex pattern are observed as the Reynolds number increases.  相似文献   

复合加载下考虑接触作用的地基承载特性数值分析     

詹云刚  栾茂田  袁凡凡  贺会团 《海洋工程》2009,27(1):40-48

港口、海洋工程结构物基础一般处于复合加载状态,其极限承载力通常采用近来引入的极限荷载图进行评价.对位于地基表面的重力式海洋基础,需要考虑基础与地基间的接触特性对极限承载力的影响.以大型通用有限元软件ABAQUS为计算平台,建立了复合加载模式的地基极限承载力数值分析方法;针对饱和黏土地基上的表面基础,利用在ABAQUS平台上开发的接触计算模块,模拟基础与地基间竖向可分离、切向完全粘结的接触作用;进而基于建立的分析方法,进行系统的有限元计算,分析地基的破坏模式随荷载条件的变化,给出地基的极限荷载包络图,并与经典承载力计算公式结果进行对比.研究结果表明,经典承载力计算公式低估了三维荷载条件下的地基极限承载力,有限元计算模型及数值分析方法,可以较好地分析研究地基的失稳机理及承载力特性,并可考虑基础与地基不同的接触条件对破坏模式及组合极限承载力的影响.  相似文献