Carbon cycling through the pelagic foodweb in the northern Humboldt Current off Chile (23{degrees}S)     

Gonzalez  H.E.; Giesecke  R.; Vargas  C.A.; Pavez  M.; Iriarte  J.; Santibanez  P.; Castro  L.; Escribano  R.; Pages  F. 《ICES Journal of Marine Science》2004,61(4):572-584

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海洋环境荷载下输液立管的静、动力特性研究   总被引：1，自引：1，他引：1  

郭海燕  王树青  刘德辅 《中国海洋大学学报(自然科学版)》2001,31(4):605-611

考虑管内流动流体和管外海洋环境荷载共同作用 ,建立海洋立管侧向运动微分方程。用Hermite插值函数离散 ,在微机上编写海洋立管静、动力分析程序 ,通过计算分析研究管内流体对立管侧向变形和应力的作用 ;另外 ,探讨管内流体的流动速度和立管顶端的预张力对立管动力特性的影响。结果表明 ,立管变形和应力均随管内流体流动速度增加而增大 ,同时内流速度的增大会降低立管的固有频率 ,但适当增大立管顶端预张力会抵消内流流速增加引起的固有频率下降。  相似文献   

Sediment movement under unidirectional flows: an assessment of empirical threshold curves   总被引：1，自引：0，他引：1  

D. Paphitis 《Coastal Engineering》2001,43(3-4)

A selection of threshold data sets from previous investigations is used to re-examine, selectively, some of the empirical curves that are most commonly used for the prediction of sediment threshold. Simple analytical formulae are derived describing single line curves for mean threshold values and envelopes for the initial movement of discrete particles and the commencement of mass sediment transport phases of the critical condition.The complexity of factors governing the prevailing conditions at threshold, together with the randomness of events, limits deterministic solutions; however, the curves provide an approach that can be used readily in practical applications. In contrast, the envelope presentation is more of a stochastic approach to the definition of threshold. It recognises that there is no definitive threshold condition under which a particular particle size can be displaced, but rather that a range of threshold values exist.The empirical threshold relationships were derived on the basis of a relatively large amount of data. However, the sources utilised have interpreted the ‘critical condition’ in various ways, implying that the formulae must be treated with caution in applications.  相似文献   

南海北部冬季和夏季逆风流机制初探Ⅱ.季风逆风流产生机制     

袁叔尧  邓九仔 《热带海洋学报》1997,(3)

分析讨论了季风风应力、大陆坡地形及底摩擦在产生季风逆风流的必要条件和间接逆风流诊断判据中的作用；应用季风逆风流必要条件和间接逆风流诊断判据，解释冬季风和夏季风逆风流是如何产生的。结果表明：季风风应力是产生季风逆风流的主导因素；冬季风风应力、大陆坡地形及底摩擦三者联合作用导致表层海水在大陆坡上产生辐合生成高水位带和高动力高度带，在大陆被北侧产生NE向的冬季逆风流，南侧产生SW向顺风流；夏季风风应力、大陆坡地形及底摩擦三者联合作用导致表层海水在大陆坡上产生辐散生成低水位带和低动力高度带，在大陆被北侧产生SW向的夏季逆风流，南侧产生NE向的顺风流；冬季风盛行期间，风致经巴士海峡流入南海的黑潮水，将加速冬季逆风流的形成，加大冬季逆风流的强度；夏季风盛行期间，风应力的作用使巴上海峡以东的黑潮水不能进入南海，即使别的原因令巴上海峡以东的黑潮水流入南海，但高温、高盐的黑潮水对夏季逆风流具有阻扼作用。  相似文献   

苯并(a)芘对紫菜(Porphyra)的致突变效应   总被引：1，自引：0，他引：1  

林光恒  张小庆  吴超元 《海洋科学》1990,14(2):57-59

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Does subterranean flow initiate mud banks off the southwest coast of India?     

K. K. Balachandran 《Estuarine, Coastal and Shelf Science》2004,59(4):589-598

Coastal waters off the southwest coast of India draw special attention because of the occurrence of mud banks at certain locations during southwest monsoon period. The present study puts forward a hypothesis of a subterranean flow, which could be a plausible mechanism to initiate the mud banks. The subterranean flow is believed to be coupled with activated trending faults and originate from the adjacent watershed (Vembanad Lake) separated from the sea by a narrow strip of land where submerged porous lime shell beds are present. When the lake water injection occurs through the fault, the mud/clay gets excited by its thixotrophic properties (as the overlying water looses its electrolyte) and transforms into a flowing fluid. The lowering of salinity due to the introduction of fresh water keeps the mud suspension in the water column for longer duration, leading to the formation of mud banks. The idea of subterranean flow through lime shell beds initiating formation of mud banks may apply globally to any coastal regions hugged by wetlands and of similar geological conditions.  相似文献   

基于LabVIEW虚拟仪器技术的海洋环境监测数据采集与处理系统     

陈东升  许肖梅  李雪丁  童峰 《海洋技术学报》2007,26(1):16-19,37

介绍一种基于LabVIEW虚拟仪器技术的数据采集与处理系统。该系统以单片机和计算机为硬件平台,采用高精度16位Σ-ΔA/D转换器AD7705对采集到的信号进行A/D转换,通过串口进行数据通信,实现了叶绿素浓度的计算机自动采集、实时数据显示、分析和数据管理等功能。该实现方案还可用于温度、盐度等参数的高精度自动数据采集系统,在海洋环境监测中具有推广应用的现实前景。  相似文献   

A Numerical Model for Natural Backfill of Pipeline Trenches Subjected to Unidirectional／Oscillatory Flows     

LIANGDong-fang CHENGLiang KervinYEOW 《中国海洋工程》2005,19(2):269-286

A numerical model for the self-burial of a pipeline trench is developed. Morphological evolutions of a pipeline trench under steady-current or oscillatory-flow conditions are simulated with/without a pipeline inside the trench. The oscillatory flow in this study represents the action of waves. The two-dimensional Reynolds-averaged continuity and Navier-Stokes equations with the standard k-e turbulence closure, as well as the sediment transport equations, are solved with the finite difference method in a eurvilirrear coordinate system. Both bed and suspended loads of sediment transport are included in the morphological model. Because of the lack of experimental data on the backfilling of pipeline trenches, the numericalmodel is firstly verified against three closely-relevant experiments available in literature. A detailed measurement of the channel migration phenomenon under steady currents is employed for the assessment of the integral performance of themodel. The two experimental results from U-tube tests are used to validate the model‘s ability in predicting oscillatory flows. Different time-marching schemes are employed for the morphological computation under unidirectional and oscillatory conditions. It is found that vortex motions within the trench play an important role in the trench development.  相似文献   

Primary productivity in the western tropical Pacific and equatorial warm waters   总被引：1，自引：0，他引：1  

Chen Xingqun  Zhang Ming  Chen Qihuan 《海洋学报(英文版)》2001,20(1):117-129

ＩＮＴＲＯＤＵＣＴＩＯＮＢｙｓｔｕｄｙｉｎｇｃｈｌｏｒｏｐｈｙｌｌａｎｄｐｒｉｍａｒｙｐｒｏｄｕｃｔｉｖｉｔｙｉｎｏｃｅａｎ ,ｅｉｔｈｅｒｉｎｔｈｅｂｉｇ ｓｃａｌｅｏｒｉｎｔｈｅｓｍａｌｌｓｃａｌｅ ,ｔｈｅｐｒｏｄｕｃｔｉｖｉｔｙｄｉｓｔｒｉｂｕｔｉｏｎａｎｄｖａｒｉａｔｉｏｎｏｆｍａｒｉｎｅｏｒｇａｎｉｃｍａｔｅｒｉａｌｉｎｔｈｅｔｅｍｐｏ ｒａｌａｎｄｓｐａｔｉａｌｃａｎｂｅｕｎｄｅｒｓｔｏｏｄ .Ｔｈｅｓｅａａｒｅａｓ ,ｓｉｔｕａｔｉｎｇｉｎｔｈｅｗｅｓｔｅｒｎｔｒｏｐｉｃａｌＰａｃｉｆｉｃ…  相似文献   

渭河下游河道调整过程中的复杂响应现象   总被引：2，自引：1，他引：1  

许炯心 《地理研究》1989,8(2):82-90

应用系统复杂响应的原理研究三门峡水库上游渭河河道调整过程,表明上游河道河床形态对基面上升所作出的响应是复杂的,弯曲系数的变化为先减小而后增大,宽深比的变化是先增大后减小,比降由先减小而后增大,最后均趋于稳定.  相似文献