海带雌配子体对吲哚乙酸反应的初步观察

吲哚乙酸(IAA)对高等植物细胞的刺激作用已有不少研究。它对某些藻类的效应也有一些观察。例如Provasoli(1958)的实验指出，低剂量吲哚乙酸对石尊(Ulva lactuca)有刺激生长的作用，浓度较高时(0．3mg／升)则有抑制作用。Conrad等的实验指出，吲哚乙酸(3mg／升)可以促进丝藻(Ulothrix subliblssima)的生长，提高湿重13倍。     

海平面变化的速率

海平面变化速率可以从地质记录中识别 ,分为长期 ( <1 0 0 0ka)、冰后海侵期 ( 2 0～ 7ka)以及其后的对于现代海平面的调整期 ( >7ka)。另外 ,还有仪测的历史记录。1　 <10 0 0ka长期海平面变化的地质记录提供了一幅海平面自然波动的景象 ,表明海平面的变化是颤动的。深海沉积物的浮游有孔虫氧同位素( 1 8O/ 1 6O)比给出了冰期 /间冰期循环的大量海平面波动的证据 ,Vostok冰心提供了更为详尽的至少 4个循环的记录。这些周期大约为 1 0 0ka的循环已在东南澳大利亚地质记录和相关的氧同位素记录中识别出 ,这里的一系列滨岸沙坝的时代可追溯…     

Experimental Investigation of Instantaneous Properties of Wave Slamming on the Plate

The purpose of this paper is to investigate the instantaneous properties of wave slamming on the plate structure of an open structure.The advanced instantaneous measuring technique-Particle Image Velocimetry(PIV) is applied to acquire the instantaneous velocity field of wave slamming.From the cross-correlation analysis results of the images captured by the CCD camera,the flow fields of wave impacting on the structure are displayed visually,and the instantaneous whole-field fluid velocity vectors are obtained.The relation between the instantaneous peak impacting pressures and the instantaneous velocities of water particles is studied by probability analysis.     

应用六氯化苯测年法对厦门港现代沉积速率的测定

岩芯柱样用静力岩芯采样器于1986年采自福建省厦门港一九龙江口海域。通过对这些岩芯柱样中六氯化苯(BHC)的垂直分布状况和生物扰动类型的分析,应用 S_R=D_(BHC-D_(mix)/Y的计算模式,获得了这些岩芯的现代沉积速率数据。将这些数据、方法与原理完全不同的~(210)Pb放射性同位素测年法同岩芯测年数据比较,其结果在数据和数量级上有一定可比性。初步认为,再经进一步探索和改进,BHC测年法有可能应用于近岸河口港湾几十年来现代沉积速率的测定而与其它测年法互为补充。     

溴素的有机化学──I．2，4，6－三溴苯甲酸溴代和非溴代芳酯的合成

用ｍ－氨基苯甲酸作原料，经溴代、重氮化、还原脱氨、酰氯化和酯化反应等步骤，合成了六种新型的三溴苯甲酸的溴代和非溴代芳酯，即；双（２，４，６－三溴苯甲酸）－２＇，３＇，５＇，６＇－四溴－１＇，４＇－苯二酯，２，４，６－三溴苯甲酸－２＇，３＇，４＇，５＇，６＇－五溴苯酯，２，４，６－三溴苯甲酸－２＇，４＇，６＇－三溴苯酯，２，４，６－三溴苯甲酸－４＇－溴苯酯，２，４，６－三溴苯甲酸－４＇－甲基苯酯和２，４，６－三溴苯甲酸苯酯．通过对产物中碳、氢、溴元素的定量分析以及红外吸收光谱和氢核磁共振谱的研究，验证了合成产物的结构。     

山东紫露草对诱变剂的过敏性

美国产紫露草(Tradescantia paludosa)的微核(MCN)技术用于监测环境污染物已是熟知的有效手段，山东紫露草即毛萼紫露草(Tradescantia reflexa)对环境污染物的敏感性如何，未见报道。本实验的目的在探测这两种植物的染色体对环境污染     

东海沉积物间隙水中硅酸盐和硫酸盐“扩散-平流-反应”模式的研究

本文提出了东海沉积物间隙水中溶解硅酸盐和硫酸盐的“扩散-平流-反应”模式。研究结果表明,由于间隙水受到硅酸盐溶解、吸附和沉淀不同体系的控制,因而间隙水中的硅酸盐具有三种不同形式的垂直分布,并从模式中得到了上述反应的反应常数,其中E柱硅溶解的一级动力学反应常数为0.00l 42a~(-1)。首次发现了东海沉积物间隙水中硅酸盐指数下降的垂直分布规律,并从数学模式上进行了处理。本文还研完了由于有机质还原sO_4~(2-)而产生的硫酸盐指数下降垂直分布,提出其模式,结果表明,SO_4~(2-)还原最大速率发生在沉积物-水界面附近,每年可达lmmo1/dm~3。     

Nonlinear Static Finite Element Stress Analysis of Pipe-in-Pipe Risers

Owing to the complexity of the pipe-in-pipe (PIP) riser system in structure, load and restraint, many problems arise in the structural analysis of the system. This paper presents a new method for nonlinear static finite element stress analysis of the PIP riser system. The finite element (FE) model of the PIP riser system is built via software AutoPIPE 6.1. According to the specialties of a variety of components in the PIP riser system, different elements are used so as to model the system accurately. Allowing for the complication in modeling the effects of seabed restraint, a technique based on the bilinear spring concept is developed to calculate the soil properties. Then, based on a pipeline project, the entire procedure of stress analysis is discussed in detail, including creation of an FE model, processing of input data and analysis of results. A wide range of loading schemes is investigated to ascertain that the stresses remain within the acceptable range of the pipe material strength. Finally, the effects of the location of flanges, the thermal expansion of submarine pipelines and the seabed restraint on stress distribution in the riser and expansion loop are studied, which are valuable for pipeline designers.     

Study on Key Technology of Using Shell Sand as Backfill for Sea Reclamation

1 .IntroductionEpicontinental sea or land could formfromcontinental shelf because of the decreasing sea levelduring Quaternary.There is a large-area shell sand deposit more than ten meters thick in the neriticzone of China .To use the abundant marine shell sandresource as engineering material for ocean engi-neering and port engineeringis veryimportant .Sand (Gred and Bjorn,1999) ,fine sand (Zhangetal .,2002) , mediumand coarse sand (Qiuet al .,1995) ,highly weathered stone ballast (Zhanetal…