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1.
文章对入海污染物总量控制规划的几个关键问题进行了思考及探讨,提出了入海污染物总量控制规划的概念定义,确立了规划的时间、空间尺度范围,明确了规划的任务,分析了规划与其他相关规划的关系,并探讨了规划编制的目的、指导思想和原则,制定了规划编制的技术路线,为入海污染物总量控制规划的编制奠定了理论基础。  相似文献   

2.
靳军  王沫  王东 《海洋测绘》2006,26(6):28-30,61
首先介绍了网络分析的概念,接着介绍了交通网络的基本要素,然后建立了交通网络的模型,通过确定影响交通体系中网络流的因素,实现了最优路径的选择,最后用具体的数据验证了模型的合理性。  相似文献   

3.
辽宁省海洋渔业综合管理数据服务平台建设概述   总被引:1,自引:0,他引:1  
本文介绍了辽宁省海洋与渔业信息化现状,分析了现有系统存在的不足,并在此基础上建设了辽宁省海洋渔业综合管理数据服务平台,对现有信息化系统进行了梳理,实现了全省教据资源的统一管理与共享;开发了若干面向业务应用的子系统,实现了对海洋渔业管理的全方位支持;建设了数据交换共享标准与服务接口,为日后的信息化建设提供了有力的技术支撑手段。  相似文献   

4.
介绍了一种原位测量深海地热探针的控制系统设计方法。描述了探针控制系统总体设计思路,采用分散与集中相结合的控制策略,合理安排了控制任务,优化了控制系统设计;介绍了测温部件的优化设计方法,给出了系统控制电路与软件的设计方法和系统控制流程;介绍了操作软件的设计要点,对软件设计过程中的关键点给出较详细说明;最后进行了系统整体测试,验证了系统设计的可行性和稳定性。  相似文献   

5.
陆源污染物对连云港海域环境影响研究   总被引:6,自引:0,他引:6  
应用沿深平均二维模型模拟了连云港海域的潮流场,分析了该海域的潮波特性,在此基础上,应用扩散方程对连云港海域的水污染扩散进行了数值模拟,得到了港域水体的半交换期;比较分析了西大堤对该水域水交换的影响;计算了港域水体的Lagrange余流场,并分析了其对污染物运移的影响,得到了港域几个典型位置的Lagrange轨迹;计算了港域的纳潮量,综合分析了港域水体的物理自净能力。  相似文献   

6.
深海微生物培养模拟平台温度控制技术研究   总被引:3,自引:0,他引:3  
针对深海微生物培养系统对温度条件的苛刻要求,在分析系统构成及建模的基础上,介绍了一种对系统的两级滞后环节采用了PI控制和双Smith预估反馈的方法,通过内环和外环Smith预估控制,精确的消除了温度控制系统中滞后延迟环节的影响,提高了PI控制强度,减少了超调,提高了系统动态响应和稳态精度。在系统Matlab仿真和实际实验中得到了良好的效果,满足系统的精度要求。  相似文献   

7.
对海洋仪器设备规范化海上试验的认识与思考   总被引:1,自引:0,他引:1  
规范化海上试验是863计划海洋技术领域针对仪器设备研发项目管理的一项创新举措,近年来,通过推行规范化海上试验,海洋技术领域构建并完善了仪器设备研发与技术评价体系,提高了海上试验整体效率,降低了海试风险和成本,大大加快了仪器设备的实用化进程。介绍了863计划海洋技术领域推行规范化海上试验的基本概念、需求背景,详细阐述了规范化海上试验主要程序做法,重点论述了规范化海上试验对于海洋仪器设备研发的重要意义、取得进展和成果,对今后的发展进行了思考并提出了具体建议。  相似文献   

8.
海洋气象学是一门边缘科学。我院建院二十五年来,海洋气象专业的教师们在积极作好教学工作的同时,也在海洋气象学方面进行了科学研究工作。在实践和理论等方面都获得了较好的成果。发现了一些有科学价值的现象,解决了一些国家急需解决的问题,提高了理论水乎,也补充了教材内容,提高了教学质量。  相似文献   

9.
受水母喷射式推进方式的启发,研制了一种以SMA弹簧作为驱动材料的仿生水母机器人。本文首先对SMA弹簧性能做了试验研究,验证了采用SMA弹簧作为仿生水母机器人驱动源的可行性。并在此基础上,提出了一种基于SMA弹簧的直线差动式驱动器,经试验得出了驱动器推杆运动速度与负载的关系。然后对仿生水母机器人游动时动力学进行分析,并使用数值模拟的方法对仿生水母机器人运动阻力进行了计算,得出了在不同工作状态下,仿生水母机器人运动阻力的变化曲线。最后,对仿生水母机器人进行了试验测试,仿生水母机器人达到了预期游速,验证了SMA驱动仿生机器人技术的可行性。  相似文献   

10.
对海浪液面位移模型的建模方法进行了研究,利用Phillips谱分析方法,建立了受风场和海底地形等因素影响下的海浪波面位移模型,提出了2D FFT的优化方法,提高了计算机的执行效率,解决了海浪数字仿真中的动态数据生成问题,并最终实现了不同分辨率海浪模块的拼接和渲染。  相似文献   

11.
The interdependence between the seismo-acoustic properties of a marine sediment and its geotechnical/physical parameters has been known for many years, and it has been postulated that this should allow the extraction of geotechnical information from seismic data. Though in the literature many correlations have been published for the surficial layer, there is a lack of information for greater sediment depths. In this article, a desktop study on a synthetic seafloor model illustrates how the application of published near-surface prediction equations to subsurface sediments (up to several tens of meters burial depth) can lead to spurious predictions. To test this further, acoustic and geotechnical properties were measured on a number of sediment core samples, some of which were subjected to loading in acoustically-equipped consolidation cells (oedometers) to simulate greater burial depth conditions. For low effective pressures (representing small burial depths extending to around 10 meters subsurface), the general applicability of established relationships was confirmed: the prediction of porosity, bulk density, and mean grain size from acoustic velocity and impedance appears generally possible for the investigated sedimentary environments. As effective pressure increases through, the observed relationships deviate more and more from the established ones for the near-surface area. For the samples tested in this study, in some instances increasing pressure even resulted in decreasing velocities. There are several possible explanations for this abnormal behavior, including the presence of gas, overconsolidation, or bimodal grain size distribution. The results indicate that an appropriate depth correction must be introduced into the published prediction equations in order to obtain reliable estimates of physical sediment properties for greater subsurface depths.  相似文献   

12.
海上大直径钢管桩打桩过程中,桩周土体受到强烈扰动而发生强度弱化,掌握桩周土体强度弱化规律对于准确预测打桩过程、保证工程安全具有重要意义。为研究土体强度弱化规律,开展了环剪试验模拟打桩对桩周土体的扰动,测试土体强度随剪切速率的变化规律,建立了描述土体强度弱化规律的拟合公式,引入到打桩分析软件中。研究结果表明:土体的强度折减程度不仅与土体本身的性质有关还受到土体的埋深和剪切速率的影响,埋深越深土体强度折减程度越低,剪切速率越高土体强度折减越高,在打桩分析中可采用这里推荐的线性折减方法来模拟不同深度处土体强度的折减规律。  相似文献   

13.
Specific properties of the interannual sea level variations and annual tides in the Northwestern Pacific were studied. Several tide stations were monitored. The monthly mean sea level for the year of 1995 was analyzed at each tide station. A seismic event in 1995, some tectonic activity around the subject area, and the Kuroshio (the oceanic western boundary current) may possibly contaminate results which would have occurred from the astronomical annual tide alone.  相似文献   

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16.
A set of 27 marine planktonic bacteria isolated from the polar regions was characterized by 16S rDNA sequencing and physiological and biochemical testing. More than half of these bacteria were positive for caseinase, gelatinase and 13-glucosidase, and could utilize glucose, maltose or malic acid as carbon source for cell growth. Twelve isolates expressed nitrate reduction activities. Except for one antarctic isolate BSwlO175 belonging to Actinobacteria phylum, these isolates were classified as γ-Proteobacteria, suggesting that γ-Proteobacteria dominated in cultivable marine bacterioplankton at both poles. Genus Pseudoalteromonas was the predominant group in the Chukchi Sea and the Bering Sea, and genus ShewaneUa dominated in cultivable bacterioplankton in the Prydz Bay. With sequence similarities above 97%, genus Psychrobacter was found at both poles. These 27 isolates were psychrotolerant, and significant 16S rDNA sequence similarities were found not only between arctic and antarctic marine bacteria ( 〉 99% ), but also between polar marine bacteria and bacteria from other aquatic environments ( ≥ 98.8% ), including temperate ocean, deep sea, pond and lake, suggesting that in the polar oceans less temperature-sensitive bacteria may be cosmopolitan and have a bipolar, even global, distribution at the species level.  相似文献   

17.
The effect of different fixation and storage protocols on the flow cytometric (FCM) simultaneous analysis of bacterioplankton and phytoplankton in coastal seawater samples (Mediterranean coastal lagoons) was investigated. FCM measurements (cell number, fluorescence and scatter characteristics) were obtained through DAPI staining. Three fixatives [glutaraldehyde (GA), formaldehyde (FA) and paraformaldehyde (PFA)] and two storage (3 months duration) methods (5 °C and −196 °C) were tested. Two dominant populations were detected in studied samples: bacteria and eukaryotic picophytoplankton. Adding fixatives (2% final concentration) appears necessary to obtain FCM exhaustive counts of all the bacteria and phytoplanktonic cells. This was related to the permeation effect of fixatives which allowed a better DAPI staining of the cells. Maximum fluorescence, i.e. optimal staining of the cells was obtained with FA or PFA, and significant lower fluorescences with GA. Fixed samples stored at 5 °C induced rapid cell loss. Only storage in liquid nitrogen of samples fixed with FA or PFA, allows mid-term (≥4 months) preservation of bacteria or picophytoplankton cell numbers, and limited evolution of DAPI-induced fluorescence and scatter characteristics.  相似文献   

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19.
《海洋学报(英文版)》2014,(9):F0003-F0003
<正>Acta Oceanologica Sinica(AOS)is a comprehensive academic journal edited by the Editorial Committee of Acta Oceanologica Sinica and is designed to provide a forum for important research papers of the marine scientific community which reflect the information on a worldwide basis.The journal publishes scholarly papers on marine science and technology,including physics,chemistry,biology,  相似文献   

20.
Sediment properties, such as water content and density, have been used to estimate the dry and wet weights, as well as the volume of sediment recovered and discharged, during benthic impact experiments conducted in the Pacific and Indian Oceans. The estimates show that the weights of dry (355-1332 t) and wet sediment (1651-4888 t) recovered during the experiments, are not only a function of the total duration and distance covered during the experiment, but also depend on water content and density of the sediment. Estimation of dry sediment and its volumetric ratio in the discharge, are key parameters for calculating the discharged volume. The estimated volume of wet sediment recovered (1427-4049 m 3 ) as well as discharged (2693-6951 m 3 ) during the experiments, provide important inputs to evaluate the sediment resettlement and migration. Using these estimates, the average depth of excavation on the seafloor, can also been calculated. However, the stages of sediment recovery and discharge are expressed differently in some of the experiments. In order to standardize these, different stages have been identified, and definitions of certain terms have been suggested, for use in the future. The methods of calculating different properties, as well as weight and volume of discharged sediment are described in the paper for use in other applications concerning deep-sea discharges.  相似文献   

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