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121.
Observations of fluid mud were made in the lower North Passage of the Yangtze Estuary in February 2000, on 10 -11 August 2000, on 30 - 31 August 2000 (after two strong typhoons), on 21 - 24 August 2000 (neap tide) and on 3 -6 September 2000 (mean tide) respectively. In situ data show that the fluid mud in this area consists of fine cohesive sediment (median size 7.23 μm). The formation and movement of fluid mud varied during the neap-spring and flood-ebb tidal cycle. Observations suggest that fluid mud phenomena in this area may be categorised in a three-fold manner as slack water, storm and saltwedge features. The thickness of the fluid mud layer of slack water during the neap tide ranged from 0.2 to 0.96 m, whereas during the mean tide, the thickness ranged from 0.17 to 0.73 m, and the thickness of the fluid mud layer was larger during slack water than at the flood peak. Shoals cover an area of 800 km^2 with a water depth smaller than 5 m. Erosion of these extensive intertidal mudflats due to storm action provides an abundant sediment source. This is particularly significant in this estuary when the tidal level is lower than 5 m. The lower North Passage is a typical zone of saltwater wedging, so the saltwedge fluid mud has the most extensive spatial range in the estuary.  相似文献   
122.
碳水化合物的组合合成是一项新兴技术,该技术可以在短时间内合成大量用于进行生物活性筛选的寡糖及拟糖物。液相与固相合成技术可以极大地加快药物研究与开发进程。作者针对该技术在碳水化合物合成方面的研究进展情况进行讨论。  相似文献   
123.
-Based on the calculation model for the floating laying of the offshore oil pipeline, this paper analyses in detail the internal force, and deformation of the pipeline under a definite structural form (pipeline and buoy) and the way of pulling. The obtained results can be used for the buoy deployment, structure design, and the determination of pulling parameters (the pulling force of the cable and its length, etc.), providing an effective analysis method for floating pipeline-laying. A calculation example is given to show the related calculation process and the main results are analyzed and discussed.  相似文献   
124.
长江口基础生物资源现状及年际变化趋势分析   总被引:9,自引:1,他引:9  
探讨长江口生物资源可持续利用和对生物栖息环境的保护措施,2004年对长江口海域的基础生物资源进行4次监测。结果表明:浮游植物5月份有5门39属86种,8月份有6门48属139种,河口锋附近水域的浮游植物种类、数量较多,中肋骨条藻(Skeletonema costatum)在数量上处于绝对优势;浮游动物5月份为77种,8月份为91种,中小型浮游动物的数量在河口锋附近水域较高,主要优势种有针刺拟哲水蚤(Paracalanus aculeatus)等,大型浮游动物种类数量较高的区域位于长江冲淡水以外的海域,主要优势种为中华哲水蚤(Calanus sinicus)、五角水母(Muggiaea atlantica)、真刺唇角水蚤(Labidocera euchaeta);2004年共鉴定底栖生物146种,5月份63种,8月份108种,其中多毛类41种、甲壳类41种、软体动物32种、棘皮动物6种、鱼类21种、其他4种;长江口沿岸的崇明东滩、南汇边滩和嵊山岛共鉴定潮间带生物126种,其中5月份86种,8月份71种;鱼卵仔鱼计8目20科30属34种,鱼卵中绝大部分为凤鲚,其数量占95.7%,仔鱼以中华小公鱼出现频次最多。通过年际变化分析表明,长江口门以内区域浮游生物种类明显下降,长江冲淡水区域的生物资源基础饵料生物种类数基本保持稳定,浮游生物群落结构发生变化,硅藻比重减少,甲藻增加,长江口区域的潮下带和潮间带底栖生物种类数也存在不同程度的下降,以口门以内区域下降明显。  相似文献   
125.
1Introduction The ocean covering more than 70% of theearth’s surface represents a less explored environ-ment for microbial diversity(Yu etal., 2005). As agreat promising source for new natural productswhich have not been observed from terrestrial micro-o…  相似文献   
126.
-The shear strength and deformation properties of soft clay are discussed first. Then some methods for predicting the performance of soft clay foundation are proposed. Finally, case histories are presented to illustrate some discussed aspects of soft clay.  相似文献   
127.
Based on Iwan‘s wake oseillator model developed with the classical van der Pol equalion, the differential equation for the response of the vortex-induced vihration (VIV) of the riser considering the effect of the internal flowing fluid and the external marine environmental condition is derived. The effect of the intermal flowing fluid on the response of VIV of the riser is studied by means of the Finite Element Method. The results show that the effect of the internal fluid velocity on the VIV of the riser is strong when the natural frequency of the riser is close to the vortex shedding frequency. In addition, the increase of the top tension can decrease the sensitivity of the riser to the internal fluid velocity.  相似文献   
128.
- Based on field investigations, this paper analyzes three types of harbour basinns and navigation channel excavated on seabed in Jiaozhou Bay, get a general rule of deposition for excavated trough, it found that pollution is one of crucial factors resulting in the deposition of the excavated trough in the east shore of Jiaozhou Bay. With these results, it predicted the annual deposition thickness for the excavated trough and disclosed the fact that it can't be deposited deadly during one storm. At the same time, with two-dimensional numerical model, it studied the effects of the excavated trough and the reclamation near shore on tidal cureent and said that the excavated trough can decrease the current velocity passing through the trough about 10- 15%, but only limited inside and near the trough and there are no effect on other regions; reclamation can cut off the pollution sources and no obvious effect on the currents of the Jiaozhou Bay. Connecting the deep trough and Cangkou tidal channel with a new  相似文献   
129.
-Considering both the seabed foundation and wave, an analytic model of "J" type is proposed for offshore pipeline-laying. The governing differential equation is also obtained for the pipeline on the seabed and for the suspension sections. By utilizing weighted- residual method and dual iteration technique, an approximate solution is obtained, too. In the end, calculation examples are given for analyzing the changeable relationship among the major parameters.  相似文献   
130.
LI  Wen-long 《中国海洋工程》2003,17(4):541-550
The floating oil storage system has been proposed as a new facility for Strategic Petroleum Reserve (SPR) in China. Mooring is one of the key technologies to ensure the safety, reliability, and performance of the oil storage system. This paper describes the concept, analysis, design and reliability of the mooring system. For mooring system design of these oil vessels, analysis is essential of the behavior of the vessel in connection with mooring facilities of nonlinear resilience. A nonlinear mathematical model for analyzing a moored vessel is established and solved. Some results of numerical simulations are presented. Assessment of the safety regarding the mooring system in terms of failure probability is carried out. Another simulation model for calculating the failure probability of the mooring system is proposed. The design parameters that have an influence on the characteristics of the failure probability have been identified. The simulation results show that the mooring system has an annual reliab  相似文献   
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