An Approach to Stability Analysis of Embedded Large-Diameter Cylinder Quay

The large-diameter cylinder structure, which is made of large successive bottomless cylinders placed on foundation bed or partly driven into soil, is a recently developed retaining structure in China. It can be used in port, coastal and off-shore works. The method for stability analysis of the large-diameter cylinder structure, especially for stability analysis of the embedded large-diameter cylinder structure, is an important issue. In this paper, an idea is presented that is, em-bedded large-diameter cylinder quays can be divided into two types, i.e. the gravity wall type and the cylinder pile wall type. A method for stability analysis of the large-diameter cylinder quay of the cylinder pile wall type is developed and a method for stability analysis of the large-diameter cylinder quay of the gravity wall type is also proposed. The effect of sig-nificant parameters on the stability of the large-diameter cylinder quay of the cylinder pile wall type is investigated through numerical calculation.     

Sediment Transport in Rivers and Coastal Waters

Following Bagnold's approach, a relationship between sediment transport and energy dissipation is developed. The major assumption made in the study is that the near bed velocity plays a dominant role in the process of sediment transport. A general relationship between energy dissipation and sediment transport is first proposed. Then the equations for total sediment transport are derived by introducing the appropriate expression of energy dissipation rate under different conditions, such as open channel flows, combination of wave and current, as well as longshore sediment transport. Within the flows investigated, the derived relationships are fairly consistent with the available data over a wide range of conditions.     

Dynmnic Response Analysis for Embedded Large-Cylinder Breakwaters Under Wave Excitation

A numerical model is developed for dynamic analysis of large-cylinder breakwaters embedded in soft soil. In the model, the large cylinder is taken as a rigid body divided into elements and the soft soil is replaced by discrete 3D nonlinear spring-dashpot systems. The numerical model is used to simulate the dynamic response of a large-cylinder breakwater to breaking wave excitation. The effects of the dynamic stress-strain relationship models of the soil, the radius and embedded depth of the cylinder, the nonlinear behaviors of the soil, and the limit strength condition of the soil on the dynamic responses of the large-cylinder structure are investigated with an example given. It is indicated that the above-mentioned factors have significant effects on the dynamic responses of an embedded large cylinder breakwater under breaking wave excitation.     

高等级海况条件下移动式海上基地动力响应分析

针对半潜式超大型浮式结构中典型的移动式海上基地(Mobile Offshore Base,MOB)在高等级海况下的动力响应问题展开研究。在MOB结构"刚性模块-柔性连接构件(Rigid Modules and Flexible Connectors,RMFC)"模型的前提下,根据动力学基本原理,经理论推导并计算得到MOB分别在6、7、8级海况的随机波激励下,其上各模块的动力响应位移结果。详细分析了MOB结构同一模块在不同海况条件下的动力响应位移随浪向角及连接构件刚度的变化规律。研究成果可为半潜式超大型浮式结构动力响应研究及结构优化设计提供一定的技术支撑。     

包气带反硝化强度空间分布规律的整合分析

依据1970~2017年间发表的3955篇包气带反硝化强度相关论文,筛选出197组反硝化强度数据,利用整合分析,重点研究了包气带反硝化强度在典型生态类型（水平）和不同采样深度（垂向）的空间分布规律,识别了包气带反硝化强度的主控因素并研究其函数关系。结果表明:水平空间上,包气带表层0~0.5 m反硝化强度的分布特征显著,由大到小排序为:森林（8.03±0.21 mg/（kg·d））、农田（3.54±0.08 mg/（kg·d））、草地（3.38±0.12 mg/（kg·d））、湿地（2.32±0.23 mg/（kg·d））、沙漠（2.15±0.56 mg/（kg·d））。垂向空间上（6 m内）,各生态类型反硝化强度随深度的增加均呈“S”型变化规律。不同生态类型和不同采样深度下包气带反硝化强度的主控因素存在一定差异,主要为黏粒、有机质、全氮、硝态氮、有效磷,并给出了包气带反硝化强度与主控因素的回归方程。     

GYROMAT-3000型高精度陀螺仪定向精度探讨

介绍G-3000型高精度陀螺仪的工作原理,阐述大地方位角与真北方位角之间的关系,对利用已知边坐标方位角换算的真北方位角与G-3000型高精度陀螺仪测定的真北方位角进行比对,进而探讨其定向精度。     

hedgehog基因在笠贝(Lottia goshimai)早期发育中的表达模式研究

Hedgehog信号通路参与动物神经系统发育、分节等诸多发育过程,研究该信号通路对理解动物的发育与演化机制有重要意义。对软体动物而言,目前Hedgehog信号通路的研究较少。本文克隆了腹足纲软体动物笠贝的hedgehog基因,利用整装原位杂交技术研究了其在胚胎发育过程中的时空表达规律;并与重要发育基因brachyury及soxb的表达模式进行了比较。结果表明,笠贝hedgehog基因与神经外胚层及中/内胚层相关,可能调控了幼虫神经、肌肉及消化道的分化。通过比较原肠胚及担轮幼虫不同阶段的基因表达模式,研究了hedgehog基因相关的组织和细胞随个体发育进程的动态变化。这些结果为理解软体动物形态发生和重要器官的分化机制提供了基础。     

笠贝soxb、mox基因的鉴定及在足原基发育中的表达模式

足是软体动物最重要的器官之一,目前对其发育机制尚不了解。软体动物的足由神经和肌肉两部分构成,研究足部神经和肌肉系统在发育早期的的动态变化,对于了解足的形态建成机制具有重要意义。本文利用电镜研究了笠贝(Lottiagoshimai)足的早期发育过程。克隆了lgo-soxb和lgo-mox基因,整装原位杂交表明这两个基因分别表达在早期笠贝幼虫的神经外胚层和中胚层,可作为足发育过程的分子标记。不同发育阶段幼虫的原位杂交结果表明,神经外胚层和中胚层细胞在足发育的起始阶段尚未重叠,而在后续发育阶段,二者相向运动并重叠在一起。结果提示组成贝类足部的神经和肌肉细胞起源于早期胚胎不同的部位,在发育过程中逐渐互相接近并重叠,至担轮幼虫晚期共同作用形成足原基。本研究展示了足原基的早期形成过程,为深入研究软体动物足的发育机制提供了基础信息。     

松散砂岩边坡支护方法及施工应注意的问题

文章以南宁盆地内较为典型的某高边坡场地为例,简述了第三系以松散砂岩为主的高边坡在支护中应选择的施工方法,分析讨论在施工中易出现的问题,并提出相应的解决办法.     

人类活动对海岸海洋环境的影响——以海南岛为例

通过对海南岛南部三亚湾海岸海洋和东部铜鼓岭海岸海洋环境的调查和研究,探讨了人类活动对海岸海洋环境的深刻影响.结果表明,海南岛三亚湾岸段处于中等开发状态,存在生活污水排放和城市建筑违规等环境问题;东部铜鼓岭岸段处于初级开发状态,环境问题主要是养殖排污.人类活动对海岸海洋环境带来负面效应的同时,也在充分利用海岸海洋资源.因此,根据海岸海洋环境特征,充分发挥人的主观能动性,尽可能减少人类活动对海岸海洋环境的负面影响,扩大人类活动对海岸海洋环境的正面效应.