均匀土质边坡稳定性计算的一种新方法

根据土力学原理 ,推导出一种在不考虑渗流力的情况下 ,确定斜坡临界滑动面和计算斜坡稳定系数的新方法。介绍了该方法在若干土石方工程中的应用实例。     

Types and characters of sub-bottom acoustic reflection in eastern part of Bohai Sea

Ｈｉｇｈ－ｒｅｓｏｌｕｔｉｏｎｓｕｂ－ｂｏｔｔｏｍｐｒｏｆｉｌｅｒｈａｓｒｅｖｅｄｅｄｓｅｄｉｍｅｎｔａｌｓｔｒａｔａａｎｄｅｎｔｉｒｏｎｍｅｎｔｓｉｎｔｈｅｅｕｔｔｍｐ．ｏｆｔｈｅｌ３ｏｈａｉＳｅａｓｉｎｃｅｔｈｅｌｔａｔｅＰｌｅｉｓｔｏｃｅｎｅ．Ａｔｃｃｏｒｄｉｎｇｔｏｔｈｅｃｈａｒａｃｔｅｒｓｏｆａｃａｕｓｅｉｃｒｅｆｌｅｃｔｉｏｎａｎｄｓｅｉｓｍｉｃｔｓｔｒａｔｔｌｇｍｐｈｉｃｐｒｉｎｃｉ－ｐｌｅ，ｓｏｍｅｃｌｔ．ｉｆｉｃａｔｉｏｎｏｆｔｙｐｉｃａｌａｃｏｕｓｔｉｃｒｅｆｌｅｃｔｉｏｎｉｓｎｚａｄｅｏｕｔｔｎｄｗｉＵｂｅｆａｖｏｕｒａｂｌｅｆｏｒｉｎｔｅｒｐｒｅｔａｔｉｏｎａｎｄｒｅｃｏｇｎｂａｔｉｏｎｏｆａｏｏｕｓｔｉｃｐｒｏｆｉｌｅｓｉｎｔｈｉｓａｒｅａ     

西太平洋暖池区海—气通量计算分析

用J.Launiaimen和T.Vihma提出的近地面层湍流通量计算方法,对我国在1992年11月至1993年2月TOGA—COARE—IOP实验中所获资料计算处理。得出所在站位的海一气间显效、潜热及动量通量。指出西大平洋暖池海区游热通量与显效通量之比为10.14:1;风速大于8m/s后各通量随风速的变化率明显增加;动量与热量的块体通量系数Cd和Ce,h随风速变化有相似的规律;Monin—Obukhov大气稳定度参数Z/L与△T/U_(10)之间有较好的统计关系。     

Validation and Improvement of Satellite-Derived Surface Solar Radiation over the Northwestern Pacific Ocean

The purpose of this study is to validate and improve satellite-derived downward surface shortwave radiation (DSSR) over the northwestern Pacific Ocean using abundant in situ data. The DSSR derivation model used here assumes that the reduction of solar radiation by clouds is proportional to the product of satellite-measured albedo and a cloud attenuation coefficient. DSSR is calculated from Geostationary Meteorological Satellite-5/Visible Infrared Spin-Scan Radiometer data in 0.05° × 0.05° grids. The authors first compare the satellite DSSR derived with a cloud attenuation coefficient table determined in past research with in situ values. Although the hourly satellite DSSR agrees well with land in situ values in Japan, it has a bias of +13∼+34 W/m² over the ocean and the bias is especially large in the low latitudes. The authors then improve the coefficient table using the ocean in situ data. Usage of the new table successfully reduces the bias of the satellite DSSR over the ocean. The cloud attenuation coefficient for low-albedo cases over the ocean needs to be larger in the low latitudes than past research has indicated. Daily and hourly DSSR can be evaluated from the satellite data with RMS errors of 11–14% and 30–33%, respectively, over a wide region of the ocean by this model. It is also shown that the cloud attenuation coefficient over land needs to be smaller than over the ocean because the effect of the radiation reflected by the land surface cannot be ignored.     

波浪经过网衣的特性研究

依据波浪理论,分析了波浪经过网衣后的流体特性和边界条件,研究了网衣的波浪水动力、波浪透射系数与网衣尺度、特征参数、波浪参数等的关系。设计预加张力放射系泊法进行网衣构件水槽波浪试验。试验构件由10种PE网衣和HDPE框架装配而成,试验工况是规则波,周期为0·8—2·0s,波高为50—250mm。结果表明,作用在网衣上的水平波浪力变化规律与波浪基本一致,呈现周期性和不对称性变化;波浪力变化曲线呈现司托克斯二阶波形状,波峰较陡,波谷较平坦,和波面图相似;网衣水平波浪力周期峰值大约与波高的2·6次方、波长的0·8次方成比例,与网衣宽度l线性相关;随着特征参数d/a增大,网衣波浪力呈线性增加变化,透射系数减少,网衣消浪能力主要集中在网衣水表层。同时设计多层网衣组合的柔性浮式防波堤波浪试验,其消浪能力除了与网衣尺寸、特征参数等相关以外,还与网衣间隔距离有一定的关系。水槽试验时波浪最小透射系数下降到71%左右,从经济、实用角度表明,可用网衣来制作能防护渔业设施的柔性浮式防波堤。     

Reflection of surface waves by submerged cylinders

Reflection from submerged cylinders are studied by means of integral equations. By expressing the solution as a distribution of vortices, the integral equations become non-singular for closed contours. It is shown that the method gives a short and easy proof for the classical result that no reflection occurs for the circular cylinder. The reflection power for the elliptic contour and the flat plate are studied when the bodies are situated deeply below the surface.     

两参量的海面阻力系数模式的探讨

从风浪的能量平衡方程出发，引进若干风要素与波要素以及波要素之间的定性关系，经演算可导出海面阻力系数（Ｃｐ）或是风速（Ｕ）和波龄（β）或是Ｕ和波高（Ｈ）的函数，然后沿用最小二乘法，终将得出４组１２个回归方程。当β（或β）或Ｈ为某一给定值，惟有Ｕ为唯一参量时，所提各式均可简化为非线性方程：ＣＤ＝ａ＋ｂ，Ｕ＋ｃ．Ｕ＾２；式中ａ，ｂ和ｃ为三个经验系数，就所检验的例子而言，本文的结果与实际的符合前人的为好。     

Examination of empirical formulas for wave shoaling and breaking on steep slopes

Estimation of the wave height transformation of shoaling and breaking is essential for the nearshore hydrodynamics and the design of coastal structures. Many empirical formulas have been well recognized to the wave height transformation, but most of them were only applicable for gentle slopes. This paper reports the experimental results of wave shoaling and breaking over the steep slopes to examine the applicability of the previous empirical formulas. Two steep bottom slopes of 1/3 and 1/5, and one gentle slope of 1/10 were conducted in the present experiments. Experimental results show that the shoaling distance of steep slopes become short and the surface waves may be partially reflected from the steep bottom, thus the estimation of wave shoaling using the well-known previous formula did not conform completely to the experimental results. The previous empirical formulas for the wave breaking criteria were also examined, and the modified equations to the steep beaches were proposed in this work. A numerical model was finally adopted to calculate the wave height transformation in the surf zone by introducing the modified breaking index.     

Geodynamic Evolution of the Eastern Segment of the Azores-Gibraltar Zone: The Gorringe Bank and the Gulf of Cadiz Region

Detailed structural interpretation of the recently acquired deep seismic multichannel profiles along the Iberian Atlantic Margins (IAM Project) provides new results on the geodynamic evolution of the eastern part of the Azores-Gibraltar plate boundary. Thrusting and folding of the oceanic basement and of Mesozoic and Cenozoic sedimentary cover of the Gorringe Bank region are consistent with the N–S convergence of Iberia and Africa. Compressive structures in the Gorringe Bank region are spread over a wide area. Deformation under compression took place mainly in Tertiary times, as is evidenced by a basal unconformity and several discontinuities in Tertiary sediments, although some deformation has also been recorded in Quaternary sediments. The compressive structures in the Gulf of Cadiz are E–W oriented thrusts, folds and related diapiric structures. N–S oriented transpressive deformation is likely to occur in the western Portuguese platform. There is no continuity of structures from the oceanic to the continental domain, suggesting that deformation transfers from one side to the other through a transcurrent fault zone. The fault contact between the two domains is located in the ocean-continent transition zone.     

Dereverberation of marine reflection seismic data by a spatial combination of predictive deconvolution and velocity filtering

Contamination of seismic reflection records at early times by first-order water reverberations can be especially severe during survey operations over hard and flat sea floors on the continental shelf or in lake environments. A new dereverberation scheme based on two classical techniques — predictive deconvolution and velocity filtering — has been developed to address this problem. The techniques are combined spatially to take advantage of their complementary offset- and time-dependent properties. Stage I of the scheme consists of applying predictive deconvolution at short offset. The data are previously conditioned by a normal moveout correction with the water velocity which restores the periodicity of the reverberations in the offset-time plane and enhances the performance of deconvolution. Stage II of the scheme involves velocity filtering in the common-midpoint domain which is particularly effective at long offset where the moveout difference between primary reflections and reverberations is largest. The dereverberation scheme is well suited for the initial processing of large volumes of data due to the general availability of cost-effective deconvolution and velocity filtering algorithms in seismic processing software packages. Practical implementation issues are illustrated by a field example from the GLIMPCE survey in Lake Superior.Lithoprobe Publication No. 475.