福建漳浦前湖湾有孔虫群落及其沉积环境

对福建漳浦前湖湾潮间带两个钻孔岩心和表层沉积物中的有孔虫进行分析研究,有孔虫出现在钻孔最上部厚约2.46-2.96m的砂层中.根据群落优势种生态和非种特征判断,该段各样品有孔虫沉积环境均为近岸浅水环境,尽管其间海面有过3次上下波动变化.根据地层关系判断,其当为现代的产物.     

亚洲海域鲎的种类和分布

审核有关亚洲海域鲎种类和分布的历史文献发现,亚洲海域只有圆尾鲎Carcinoscorpius rotundicauda、中国鲎Tachypleus tridentatus和南方鲎Tachypleus gigas3种鲎分布。圆尾鲎分布于中国香港、北部湾、雷州湾以南、印度尼西亚爪哇岛北岸以北、菲律宾南部以西和恒河河口印度东北部以东的海域。中国鲎分布于长江口以南的中国海域、日本濑户内海、九州岛北岸以南、印度尼西亚爪哇岛北岸以北、苏门答腊岛印度洋侧以东和苏拉威西岛以西的海域。南方鲎分布于越南西贡以南、爪哇岛北岸以北、菲律宾南部以西的太平洋海域及印度恒河印度东北部以东的印度洋海域。以前有关中国北部湾海域和香港海域有南方鲎的报道是错误的,把中国鲎的幼体及成体误当成了南方鲎。中国海域只有中国鲎和圆尾鲎2种鲎分布。中国的海南、广西、广东西部和香港(可能还包括台湾)等是圆尾鲎分布的海域。其沿岸要严禁食鲎,以防误食圆尾鲎而引起河豚毒素中毒。     

南极普里兹湾气旋的生消发展

利用1989～2000年现场观测的气象资料,特别是自1997年以来在南极考察船上接收的NOAA卫星极轨高分辨的卫星云图,研究了普里兹湾气旋的生消发展;提出了夏季绕极气旋进入普里兹湾内也会发展加强,在湾内东风带里也能生成气旋的新观点,修正了普里兹湾仅是气旋墓地的不全面说法,从而进一步完善了南极西风带绕极气旋和东风带上气旋生消发展的理论;研究了普里兹湾冰-气-海相互作用的机理,解释了气旋发生、发展的物理过程.用整体动力学输送法计算了进入普里兹湾980205号绕极气旋爆发性发展的能量交换,指出气旋在超过冰坝进入冰间湖可以获得巨大的热量,使气旋迅速发展成为具有南极特色的强风暴,风力达12级以上,平均风速为38m/s;瞬时最大风速达100m/s.     

用臭氧处理海水对鱼虾的急性毒性效应研究

本实验检测了不同浓度臭氧残留对中国对虾(Penaeus chinensis)、牙鲆（Paralichthys oilvaceus）存活率的影响。结果表明，对虾的耐受力要比牙鲆鱼强，中国对虾在臭氧浓度≥1.0mg/L时，可存活至少48h，而芽鲆在此浓度下3h后，即出现鳃部充血肿胀、呼吸频率加快等不适应现象，48h LC50为0.13mg/L。如果能正确控制臭氧的残留量，利用臭氧净化养殖用水是一个不容质疑的水质净化的好方法。     

Wave-Current Forces on Small Square Cylinders (Part I)

-Based on the extended Morison Equation and model tests, the in-line forces on small square cylinders caused by waves (regular and irregular) and currents are analyzed in detail in this paper. The hydrodynamic coefficient CD and Cu related to KC number and the effect of direction of wave incidence are also given, which can be used in engineering practice.     

Research on Characteristics of Density Current Under the Action of Waves

In this paper,the characteristics of density current under the action of waves are describedwith the help of flume experiment and theoretical analysis.The study shows that turbid water under the ac-tion of the waves can present three types of motion,i.e.significant stratification,fragile stratification andstrong mixing.The motion of turbid water presents significant stratification when(H/D)/△ρ/ρ~(1/2)≤4.5,generally this state is known as density current.The formulas of motionvelocity,thickness,and discharge of density current moving on horizontal bottom are derived by use of ba-sic equations such as momemtum equation,equation of energy conservation and continuity equation offluid.The time-average velocity and the thickness of density current under the action of waves have a rela-tionship with such parameters as relative density(△ρ/ρ),wave height(H),and water depth(D).Whenthese parameters are determined,the time-average thickness and motion velocity of density current are al-so determined.The relat     

Estimation of Axial Pile Bearing Capacity According to Shear Strength Parameters of Soil

At pesent,it is very popular to estimate pile bearing capacity by use of empirical formula andphysical indexes of soil provided in the design codes for civil construction in China.This paper attempts toapply mechanical indexes of soil and semi-empirical formulas,which are based on soil mechanical theoriesand were summarized and presented by Meyerhof in 1976,to calculate the axial pile bearing capacity.Lo-ading test results of 24 single piles in Tianjin area have been collected and compared with the proposed cal-ulation approach.     

南海波高熵和风速熵

根据风速的统计分布，给出了有因次风速熵和无因次风速熵的定义及其计算方法，使用ＧＥＯＳＡＴ高度计１９８６年１１月－１９８９年２月的有效波高和风速的资料，计算，分析了南海海域上的波高熵，风速熵，给出它们的时间变化特征和空间变化特征，并对不同随机量的无因次熵，即随机度进行了比较。     

Model Test of Sand Restraining Force on Pipeline

This paper describes the model tests for determining the axial friction and the lateral resistance of sand to pipeline by using fine sand and prototype pipeline, and the calculation method based on limit analysis theory is verified. The effect of cyclic loading is considered in the test.     

Shear Failure of a Clamped Dented Tubular Beam Under Lateral Impact

- The shear failure of a rigid-plastic dented clamped tubular beam under the lateral impact of a mass is investigated. Both the denting and the impact point are in the middle span of the beam. It is assumed that denting does not spread during the shear sliding. Numerical results show that the axial force and lateral deflection of the beam are very small at the moment of the occurence of shear failure, which means that the finite deformation effect can be neglected in the shear failure analysis. Also, some aspects of the initial impact energy are investigated.