砂质基底领海基点的保护范围选划及管理研究——以外磕脚领海基点为例

领海基点对于维护国家海洋权益等意义重大。文章基于外磕脚领海基点的保护实践工作,从前期准备、现场调查方法、保护范围选划结果3个方面,开展砂质基点领海基点保护范围选划的案例研究,据此提出砂质基底领海基点保护范围的选划依据和方法。研究表明:砂质基底领海基点的保护范围选划应依据海岛的特殊属性,由保护对象的边界向外延伸至潮汐水道,并充分体现地貌整体性和连续性。针对砂质基底领海基点保护,文章建议应加强工程手段实现基底稳定,维护领海基点安全;加强领海基点外业调查,夯实领海基点地形水文资料基础;加大领海基点巡查力度,持续推进领海基点实时动态监视监测;加强部门沟通协调,完善领海基点信息管理系统;加大宣传教育,树立全民海洋海岛意识等保护管理建议,为领海基点的保护管理工作提供理论和实践探索。     

秦皇岛A油田河流相储层展布特征

秦皇岛A油田位于渤海中部海域,区内油气藏主要发育在新近系的明化镇组。明化镇组下段为曲流河沉积地层,具有很强的非均质性,使得注水开发收效不均匀,平面矛盾突出。选取Ⅲ2砂体为研究对象,利用40余口钻井资料和覆盖油田的三维地震资料对储层内部结构和平面展布特征进行了系统的分析。研究认为,Ⅲ2砂体是由两期点坝砂体叠置而成,每一期砂体在平面上由4~5个单一点坝顺向组合而成,点坝之间的溢岸沉积是导致储层非均质性强的主要因素,控制了剩余油的分布。油田的生产动态证实,注入水流动规律与点坝砂体的平面展布具有良好的对应关系,部分井区水驱效果不均衡,个别单井产能低下都能从中找到原因。     

Analytical Study on Wave Diffraction from a Vertical Circular Cylinder in Front of Orthogonal Vertical Walls

In this paper, the principle of mirror image is used to transform the problem of wave diffraction from a circular cylinder in front of orthogonal vertical walls into the problem of diffraction of four symmetric incident waves from four symmetrically arranged circular cylinders, and then the eigenfunction expansion of velocity potential and Grafs addition theorem are used to give the analytical solution to the wave diffraction problem. The relation of the total wave force on cylinder to the distance between the cylinder and orthogonal vertical walls and the incidence angle of wave is also studied by numerical computation.     

高速公路软土地基沉降变形监测分析与预报

通过对高速公路软土地基沉降变形监测的非等步长观测序列进行数据处理后,变成等步长的数据序列,运用GM(1,1)模型进行变形分析与预报,得出了有益的结论。     

移动GIS技术在土地变更调查中的应用

介绍了GPS定位的高精度和PDA的便于携带、功能强大的特点,将二者集成用于土地变更调查。探讨了移动GIS应用于土地变更调查的技术方法,移动GIS的系统结构及其开发实践。     

Mapping QTLs of caudal fin length in common carp (Cyprinus carpio L.)

Common carp (Cyprinus carpio L.) exhibits significant morphological variability in the shape and size of the caudal fin. In this study, we used 190 progeny from two F₁ parents to identify and map quantitative trait loci (QTLs) that influence caudal fin length (CFL) and the ratio (RCS) between caudal fin length and standard length (SL) based on a microsatellite genetic map of common carp. A total of 15 QTLs were detected in seven different linkage groups. One significant and eight suggestive QTLs affecting CFL were identified on LG8, LG14, LG29, LG32 and LG44, which explained 8.0%–22.1% of the phenotypic variation; six suggestive QTLs affecting RCS were detected on LG8, LG32, LG46 and LG48, which explained 7.0%–15.4% of the phenotypic variation. The QTLs for caudal fin length detected in this study may serve as a starting point for identification of genes involved in caudal fin development in common carp.     

马氏珠母贝(Pinctada fucata)组织蛋白酶L基因的克隆与表达分析

根据已构建的溶藻弧菌(Vibro alginolyticus)诱导的马氏珠母贝(Pinctada fucata)血淋巴cDNA差减文库得到的ESTs序列, 应用cDNA末端快速扩增(RACE)技术成功克隆了其组织蛋白酶L基因(PFCatL), 并对其进行了生物信息学分析; 应用实时荧光定量PCR (Real-time PCR)技术, 研究了PFCatL基因在溶藻弧菌刺激前后马氏珠母贝足、外套膜、鳃、闭壳肌等8个组织中的表达变化。结果表明, PFCatL基因cDNA全长2004bp, 其中5′非编码区(5′-UTR)50bp, 3′非编码区(3′-UTR)865bp, 开放阅读框(ORF)1089bp, 编码362个氨基酸, 其分子量计算值(MW)为40.52kDa, 理论等电点(IP)为5.20; 生物信息学分析表明, PFCatL含有16个氨基酸残基组成的信号肽序列以及组织蛋白酶前体抑制功能域I29; Clustalw2多重比对发现PFCatL氨基酸序列在催化三联体Cys-His-Asn、底物结合位点以及二硫键形成相关的半胱氨酸残基位点高度保守; Real-time PCR研究发现, PFCatL在马氏珠母贝各组织中均有表达, 但各组织间的表达量存在差异, 其中以肾和闭壳肌中的表达量最高; 溶藻弧菌感染4h后, 外套膜、鳃以及血淋巴中PFCatL基因的表达较感染前显著上调。     

Hydrologic and sedimentologic aspects of mining aggregate from the shipsk bank (Baltic sea)

Abstract

Investigations aimed at obtaining knowledge about the environmental effects of mining aggregate from the sea bottom were carried out on the Stupsk Bank. Special attention was given to the magnitude and reach of changes of hydrologic conditions, in that to changes in concentration of matter suspended in sea water, and to dynamics of the sea bottom—change of bottom relief, resulting from both natural causes and from mining of the aggregate.     

Stability Study of a Tide Embankment Subjected to Sea Level Variations Using Centrifugal Model Tests

To investigate the behavior of dredged-sea-sand fill compacted inside tide embankments with a damaged geosynthetic mat, centrifugal model tests and numerical simulation were conducted, both considering variations in sea level. The results from the three centrifugal model tests demonstrate that the subsidence of the dredged-sea-sand fill inside tide embankments with a damaged geosynthetic mat was strongly affected by the loss of dredged-sea-sand into the filter layers with large particles and a decrease in the bearing capacity of the filter layers with small particles. In addition, a comparison of the test and simulation results confirms that the loss of sand into the filter layer and the subsidence of the dredged-sea-sand fill were well reproduced by the numerical simulation.