Approach to Calculating Methods of Wave Breaking Depth and Height

- Engineers in coastal engineering have been paying much attention to the research subject on wave breaking. In this paper, previous research results on the calculating methods of wave breaking depth and height are enumerated, the laws of wave transformation before and after wave breaking are investigated, an adequate supposition is made, and the effect of beach slope, bed friction and breaking turbulence on wave breaking is considered. By applying the theory of wave energy dissipation rate and combining with proper formulas of solitary waves, a new calculating formula of wave breaking depth and height on the movable bed is derived and examined with the data from experimental pools of different sizes, and it is proved to be of practicability.     

矿产预测理论——区域成矿学向矿产勘查延伸的理论体系

矿产预测理论研究始于20世纪50年代,在近60年的预测实践中,始终是研究的热门课题。我国学者在全国第一、二轮区划实践和相关研究成果基础上,完善了矿产预测理论的基本内容,形成矿产预测的理论体系,推动了区域成矿学向矿产勘查延伸新领域的探索。矿产预测理论概括为矿床成矿作用“异相定位”预测理论;矿床成矿系列“缺位”预测理论;多元信息“类比-求同”预测理论和地质体“对等求异”预测理论。认为成矿作用的“异相定位和矿床成矿系列”缺位预测理论是矿产预测的地质理论依据,又是对成矿学理论的补充;多元信息“类比-求同”理论是传统的预测理论,本文赋以新的内含;地质体“对等求异”理论补充了“类比-求同”理论的不足,是前3项理论内容无可比拟的。矿产预测理论已受矿产勘查实践的检验,证明是有效的,在当前已成为提高矿产预测成果准确性和勘查效益的科学依据。     

Interaction Between Waves and A Comb-Type Breakwater

The characteristics of wave transmission, reflection and energy dissipation of comb-type caisson breakwaters are studied through laboratory physical model tests. Regular and irregular waves, with a wide range of wave heights and periods and a constant water depth, are considered. Different dimensions of each portion of the comb-type caisson breakwater are tested. Empirical formulae for calculating the reduction coefficient k, which is the ratio of horizontal wave force on unit length of the comb-type breakwater to that on unit length of the vertical wall breakwater, and for calculating the reflection coefficient of waves k, are obtained from the measurements. The comb-type caisson breakwater has been found to be very efficient in dissipating incident wave energy and in reducing wave reflection, and has already been used for the construction of an island breakwater in the Dayao Bay of Dalian Port, Liaoning Province, China. Compared with the cost of a common caisson breakwater, about 24. 5% of the investm     

Wind-Wave Frequency Spectra of New Dalian Port

This paper, based on wave data measured with Type 956 Directional WAVE-TRACK Buoy System at new Dalian Port for a whole year, analyses the properties of the wave frequency spectra, and derives the formula for the frequency spectrum of wind-waves.     

Shaking table tests and numerical simulation of dynamic properties of underground structures

It is considered thai the damage of the underground structures caused by earthquakes is minor for a long time. However, the catastrophic damages induced by several recent earthquakes （e. g. Kobe earthquake in 1995 ） revealed that the study on the dynamic properties of the underground structures is indispensable. The dynamic behavior and damage mechanism of underground structure are analyzed by using shaking table tests （ both shallow-and deep-buried） and numerical simulation （3D FEM） including horizontal and vertical input motions, individually and simultaneously. From the results, the underground structure collapsed due to strong horizontal forces although vertical deformation is not negligible. The vertical excitation increases the response of structure, especially the stress and shear stress at the upper section; the soil influenced the property of soilstructure system. In the same excitation, the response in shallow-buried test is larger than deep case. Both overburden and vertical earthquake play important roles in the response of structure and those are two critical aspects in the design of the large-span underground structures, such as subway stations.     

Study on mine earthquake activity rules for Laohutai coal mine in Fushun of Liaoning

According to earthquake data of Fushun earthquake administration,the seismic analysis and statistical methods are utilized in order to analyze earthquake frequency,b-value timing and energy creep trends in Laohutai coal mine. By using least squares linear regression method,the relational expression between frequency and magnitude of mine earthquake in Laohutai coal mine is given. And the possible largest magnitude mine earthquake inferred has also been calculated. And this paper also provides a theoretical ...     

上海市规划和国土资源信息化工作的主要情况和发展思路

本文介绍了上海市规划和国土资源信息化工作的主要特点,取得的主要成效,在深入分析当前规划和国土资源信息化面临的主要问题的基础上,明确提出了今后信息化工作的发展思路,包括信息化建设的主要目标和具体措施。     

青藏高原水汽输送路径的探讨

青藏高原的水汽主要来源于印度洋,其水汽输送路径可分为东西两条,东线为印度洋暖湿气流自孟加拉湾沿布拉马普特拉河、雅鲁藏布江(或横断山三江河谷)伸入高原北部边缘地带,为念青唐古拉山冰川发育提供物质基础,另一支西线来自印度洋阿拉伯海,其输送路线因季节不同而有差异,云团或自印度半岛腾空跨入高原,或自印巴次大陆经帕米尔高原沿南疆盆地南縁进入西藏阿里,为西喜马拉雅山、喀喇昆仑山和昆仑山丰厚的冰川积累起着重要作用。     

基于HHT的吕宋岛西北海域叶绿素浓度及相关环境物理要素的多时间尺度分析

利用基于集合经验模态分解(EEMD)方法而改进的Hilbert-Huang变换(HHT)方法,分析了吕宋岛西北海域从1997年9月至2009年7月近12年的月平均遥感叶绿素浓度观测序列以及相关环境物理要素时间序列,分离出各要素的特征振荡模态(IMFs);在此基础上以叶绿素与相关要素间具有相同或相近频率的IMF对偶之间相位差余弦值的方差为指标,探讨了该海域叶绿素浓度与环境场之间的联系。结果表明:1)海区各研究变量都具有明显的季节和年际振荡特征,叶绿素准年周期模态方差贡献达81%,年际变化中准两年振荡是海区诸要素共同的波动类型,此外叶绿素浓度还具有4年左右周期的振荡。2)除埃克曼抽吸速度在准年周期振荡上与叶绿素浓度显著正相关、Nio3区海表温度在准两年周期上有弱的正相关关系外,其余要素均与叶绿素浓度在不同时间尺度上呈负相关关系。这些结果说明HHT是气候序列多时间尺度分析中的一种有力工具。     

Determination of Partial Factors of Breast Wall on Top of Sloping Breakwater

- By applying the theory of structural reliability, reliability analyses for the stability of a breast wall on the top of a sloping breakwater are carried out. Based on the analyses, the method for determining partial action / load factors and partial resistance factors of breast walls is expounded, and the design expressions with partial factors are given. The values of partial action / load factors and partial resistance factors are recommended preliminarily according to the computation for breast walls with typical cross-sections.