深圳大鹏半岛南岸西冲海滩的沉积物来源、平面形态稳定性及横向变化   总被引：1，自引：0，他引：1  

ZHANG Song  WANG Wei  HUANG Rihui  XU Liubing 《海洋学报(英文版)》2015,34(3):76-89

The coast of the Dapeng Peninsula has been honored as one of "the eight most beautiful coasts in China". The most precious tourism resource for the peninsula is headland bay beaches, among which the beach at Xichong on the southern coast of the peninsula is the longest and the most important one. The information of the stability, sedimentary source and shape change of the beach is very important for maintaining the beach in terms of sustainable development of the peninsula. Heavy minerals in the sand of the beach and the inland stream at Xichong are compared with those of a nearby beach on the same coast to determine the beach sand source; with help of a computer software, MEPBAY, the equilibrium planforms of the beaches on the peninsula are compared with those of an island without rivers to evaluate the stream’s effects on the beach stability; cross shore profiles along the Xichong beach are also surveyed in different seasons of a year to assess the annual shore normal beach changes affected by the stream input, and the relation between the equilibrium planform state and cross shore changes of the beach. It is shown that(1) stream is the main sedimentary source of the beach and the weathering materials of the rocky headlands on both sides of the bay transported by waves are the second source for the beach but it is limited, sand from an inner shelf is not the sedimentary source for the beach at present and was not even during the Holocene transgression;(2) the Xichong beach cannot reach static equilibrium around the entire bay shoreline, the segment of the shoreline where a stream outlet is located is in dynamic equilibrium, and the unstable section occurs in the wave shadow region in the lee of an offshore island;(3) no matter whether the section of the beach shoreline at Xichong is in an equilibrium state or not, it is eroded in the typhoon season and recovered after the season, the maximum change in erosion and accretion occurs in the unstable segment;(4) the Xichong beach can only have small sand body since it is supplied with sand mainly form inland streams, resulting in a possible danger in which sand loss induced by human activities or huge storms cannot be replenished naturally.  相似文献   

浮游植物化学分类法—CHEMTAX运算在南中国海应用的改进和优化   总被引：3，自引：1，他引：2  

王磊  黄邦钦  柳欣  肖武鹏 《海洋学报(英文版)》2015,34(2):124-131

In order to determine the phytoplankton community composition, the modification and optimizing of the CHEMical TAXonomy (CHEMTAX) running was carried out through samples grouping, successive run and ev...  相似文献   

南极半岛东北部海域表层沉积物稀土元素特征及物源指示意义   总被引：1，自引：0，他引：1  

陈志华  黄元辉  唐正  王豪壮  葛淑兰  方习生  韩喜彬  王爱军  武力  朱志敏 《海洋地质与第四纪地质》2015,(3):145-155

通过对南极半岛东北部海域36个表层沉积物样品的稀土元素分析发现:(1)研究区表层沉积物中稀土元素总量(REE)的分布范围为(45.47~183.60)×10-6,平均值为91.36×10-6;稀土元素含量的高低与铝硅酸盐黏土成正比,与生物硅含量成反比;(2)大致以象岛至南极半岛北部的茹安维尔岛为界,研究区西部的布兰斯菲尔德海峡及南设得兰群岛北部岛架-岛坡沉积物稀土含量较低,稀土元素页岩标准化模式与长城站周边土壤/湖泊沉积物、火山岩相一致,表现为重稀土相对富集,铕正异常明显,Sm/Nd分子比值大,推断该区沉积物主要来源于南设德兰群岛中-新生代火山岩分布区与现代火山活动区;(3)研究区东部鲍威尔海盆、南奥克尼群岛岛架和南斯科舍海脊区沉积物稀土元素的页岩标准化配分模式表现为平坦型,轻稀土明显抬升,铕正异常不显著,Sm/Nd分子比值小,稀土元素含量受沉积物中黏土组分含量、硅质生物组分等制约,推断沉积物陆源碎屑主要来源于威德尔海西部和南部,局部受南奥尼克群岛、南斯科舍海脊和南设德兰群岛物质的影响,沉积物的搬运主要受冰筏和海流制约。  相似文献   

验潮站零点漂移检测及修订方法的改进          下载免费PDF全文

黄辰虎  刘敏  陈英凯  李明辉  陆秀平  翟国君 《海洋测绘》2015,(2):4-8

考虑到利用中数法计算的日平均海面可能残留较多的短周期分潮影响,会给验潮站零点的漂移检测及修订引入一项潜在的系统差,进而影响到潮汐分析及水深测量水位改正等应用。提出了基于Godin法计算日平均海面的验潮站零点漂移检测及修正的改进方法。应用结果表明Godin法较中数法可明显削弱短周期分潮影响,从而可提高验潮站零点漂移检测及修订的精度。  相似文献   

溢流堰排水法在填海工程中的应用          下载免费PDF全文

王新强  黄双飞 《海岸工程》2015,34(1)

介绍了吹填工程吹填区排水口的类型和特点,并对溢流堰结构的施工工艺、水力计算方法、排水效果等做了系统的论述。通过实际应用表明,溢流堰排水法在施工速度、成本、效果方面优势明显。  相似文献   

3种海洋微藻微胶囊培养的初步研究   总被引：1，自引：0，他引：1  

徐丰恺  黄瑞  李赟 《海洋湖沼通报》2015,(1):107-111

用12mg/mL羧甲基纤维素钠(CMC)、10mg/mL海藻酸钠(SA)和0.5mmol/mL CaCl2制备亚心形扁藻、绿色杜氏藻和球等鞭金藻8701的中空海藻酸钙微胶囊,3种微藻在微胶囊内生长表现突出,最高细胞密度亚心形扁藻为70.4×106/mL,绿色杜氏藻为100.9×106/mL,球等鞭金藻8701为264.1×106/mL,分别是悬浮培养微藻最高密度的35倍、27倍和84倍,结果说明微胶囊化培养是微藻高密度培养的有效方式。  相似文献   

强台风下导管架平台倒塌全过程数值仿真     

朱本瑞  陈国明  林红  刘红兵  黄超 《海洋工程》2015,33(2):97-104

针对强台风引起的平台倒塌问题,综合隐式有限元与显式动力有限元算法,建立导管架平台结构倒塌全过程仿真流程;提出基于重现期的Pushover分析方法,充分考虑平台侧向环境载荷分布的变化以及可能的甲板上浪载荷因素,使得确定的倒塌环境载荷更加真实;采用APDL编制平台隐式与显式有限元模型转化程序,有效解决波浪载荷计算与精确施加的难题;在此基础上,应用LS-DYNA实现导管架平台在强台风载荷下的倒塌全过程仿真,动态再现平台结构倒塌过程中的构件破坏失效及内力分布,深入揭示平台结构的倒塌机理。研究成果可为导管架平台结构抗台风设计及理论研究提供参考。  相似文献   

冲击荷载作用下新型延展式张力腿平台时域分析     

巩超  黄维平 《海洋工程》2015,33(1):24-30

延展式张力腿平台是一种适用于深水油气开采的海洋平台结构。提出一种新型平台由四个立柱和一个环形浮箱连接而成,环形浮箱是由四个箱型梁焊接而成。根据给出的南海海域的海况条件和相应的规范计算结构的环境载荷,运用SESAM软件Deep C模块,考虑风、浪、流等环境荷载的作用和张力腿系统的非线性影响,进行了时域耦合分析,得到了平台的运动位移时程、张力腿系统张力时程和张力极值等。模拟波浪破碎作为冲击载荷,得到张力腿平台在冲击荷载作用下的运动位移时程、张力腿系统的张力时程。研究结果表明:该新型平台具有良好的运动响应,张力筋腱应力满足安全要求;在冲击载荷作用下新型平台的运动响应也满足要求。  相似文献   

内孤立波作用下Spar平台动力响应特性     

黄文昊  林忠义  尤云祥 《海洋工程》2015,33(2):21-31

以三类内孤立波理论(Kd V、e Kd V和MCC)的适用性条件为依据,采用Morison和傅汝德-克雷洛夫公式分别计算Spar平台内孤立波水平力和垂向力,结合时域有限位移运动方程,建立了有限深两层流体中内孤立波与带分段式系泊索Spar平台相互作用的理论模型。以东沙群岛某海域实测内孤立波为对象,数值分析了在内孤立波作用下某经典式Spar平台的内孤立波动态载荷、运动响应及其系泊张力的变化特性。研究表明,内孤立波不仅会对Spar平台产生突发性冲击载荷,使其产生大幅度水平漂移运动,而且还会使其系泊张力显著增大。因此,在Spar平台等深海平台的设计应用中,内孤立波的影响不可忽视。  相似文献   

Investigation on Cutting Stability of Jacket in Decommissioning Process     

李美求  段梦兰  黄一 《海洋工程》2015,29(5):649-661

Jacket cutting operation is one of the most complicated and highest risk operations in the process of decommissioning offshore piled platform, the security and stability of which must be assured. In this paper, the current research on offshore structure removal and jacket cutting is introduced, on the basis of which the types of load along with the load calculation method are determined. The main influences on the stability of a jacket in cutting are analyzed. The experiment test plan is drawn by using orthogonal testing method, and the formula of critical load during the cutting procedure is deduced by differential evolution algorithm. To verify the method and results of this paper, an offshore piled platform to be decommissioned in the South China Sea is taken for an example, and the detailed schedule for jacket cutting is made with the three-dimensional finite element model of the jacket established. The natural frequency, stress, strain and stability of the jacket during cutting process are calculated, which indicates that the results of finite element analysis agree well with that of the deduced formula. The result provides the scientific reference for guaranteeing the safety of jacket in cutting operation.  相似文献