高效液相色谱法测量海洋浮游植物色素浓度   总被引：2，自引：1，他引：2  

朱建华 《海洋技术学报》2003,22(1):14-19

JGOFS计算和SeaWiFS计划推荐高效液相色谱（HPLC）作为海洋浮游植物色色浓度的测量方法。文章参考SeaWiFS计划制定的HPLC分析规范，叙述采用反相C18ODS色谱柱、996PDA、自动进样器（未配柱温箱）和三元梯度的色谱法测量海洋浮游植物色素浓度的具体实践。  相似文献   

南海北部水体叶绿素a浓度反演的生物光学模型   总被引：2，自引：0，他引：2  

许大志  曹文熙  王桂芬 《热带海洋学报》2007,26(2):15-21

利用2003年至2005年秋季在南海多个航次的现场观测数据,研究了南海北部海区遥感反射率的变化,并分析了用于全球海洋叶绿素a浓度反演的OC2和OC4模型在本海区的适用性。结果表明,在南海北部海域,OC2和OC4模型高估了叶绿素a浓度,高估范围一般约在80%—200%之间,其中最高可达640%,即OC2和OC4模型并不适用于南海海域。在此基础上,根据现场实测的表观光学数据,利用遥感反射率比值(Rrs(433)/Rrs(555))与叶绿素a浓度的关系建立了两套能够精确反演南海北部海域叶绿素a浓度的本地化经验算法———算法1和算法2,并利用其对南海北部海域的叶绿素a浓度进行反演。结果表明,由本地化模型反演得到的叶绿素a浓度与实测的叶绿素a浓度具有较好的相关关系,其平均相对偏差分别为51%和53%,相关系数为0.75。  相似文献   

Atmospheric Correction of SeaWiFS Data for the Retrieval of Suspended Sediment in East China Coastal Waters     

廖迎娣  张玮P．Y．Deschamps 《中国海洋工程》2005,19(2):225-234

The data of SeaWiFS (Sea-Viewing Wide Field-of-View Sensor), installed on SeaStar, has been used to generate SSC (suspended sediment concentration) of complex and turbid coastal waters in China. In view of the problems of the SeaDAS (SeaWiFS Data Analysis System) algorithm applied to China coastal waters, a new atmospheric correction algorithm is discussed, developed, and used for the SSC of East China coastal waters. The advantages of the new algorithm are described through the comparison of the restdts from different algorithms.  相似文献   

塔里木盆地的构造演化   总被引：6，自引：0，他引：6  

杨克绳 《海洋地质前沿》2005,21(2):25-29

从地震大剖面显示，塔里木盆地发育为手风琴式的演化史。大体上形成有3层“断-坳”结构：①震旦系的“断”，古生界-三叠系的“坳”；②侏罗系的“断”，上白垩系的“坳”；③古近系的“断”，新近系的“坳”。断陷与坳陷分别由拉张与挤压应力场所致，这种应力场的变化是由相邻洋壳板块俯冲倾角由小到大的变化所引起的。由于地壳的多旋回运动，多次发生构造沉积演变，构成了多套生储盖组合，多领域、多种圈闭类型的油气藏，从震旦系-古生界-中生界-新生界，各断陷-坳陷结构的盆地都有可能形成油气藏的地质条件。  相似文献   

土工布充砂袋的应用及其研究进展   总被引：10，自引：1，他引：10  

张文斌  谭家华 《海洋工程》2004,22(2):98-104

对土工布充砂袋技术和国内外的应用进行了介绍。鉴于土工布充砂袋属于一种新兴起的土工新材料和新技术，在设计和工程实际中还存在着许多急待解决的问题，着重对各种典型状态和典型环境下的土工布充砂袋的变形、应力和土工布充砂袋堆的稳定性研究进展进行综述，最后提出进一步研究的思路。  相似文献   

Investigation on the Deposition in an Excavated Trough at the East Shore of Jiaozhou Bay, China     

Zhang Jinshan Yu Guohua Research Engineer  River  Harbour Department  Nanjing Hydraulic Research Institute  Nanjing Research Senior Engineer  River  Harbour Department  Nanjing Hydraulic Research Institute  Nanjing 《中国海洋工程》1995,(3)

- 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   

乐清湾近期海岸演变研究   总被引：2，自引：0，他引：2  

季小梅  张永战  朱大奎 《海洋通报》2006,25(1):44-53

乐清湾是一个与东海相通的半封闭型强潮海湾。通过对1934,1968和1992年的海图对比研究表明:近期乐清湾各等深线所围水域面积持续减小。后一阶段,围垦使岸线推进速度加快,滩涂面积由前一阶段的不断增加转变为不断减小。1934到1968年,西南部最大潮滩华岐潮滩岸线和零米线平均外推速率分别为4.88m/a和13.24m/a;1968到1992年平均淤进速率分别为6.17m/a和8.08m/a。实地采样分析表明:表层水样平均悬沙浓度为0.1043kg/m3,从湾顶向湾口呈不断增加的趋势。悬沙浓度虽较低,但湾内处于低能动力沉积环境,有利于细颗粒沉积物落淤,这是湾内地貌演变的要因。长江入海南移和陆架区再悬浮的细颗粒物质是乐清湾主要的泥沙来源。泥沙自然淤积和人类活动影响是近期乐清湾大部分岸线处于淤进状态的原因。漩门二期工程前后乐清湾的纳潮量减小了5.73%,落潮流相对携沙能力降低为工程前的79%。而根据实测落潮平均流速计算得围垦后落潮流的相对携沙能力减弱为原来的54%。而从1934年到漩门二期围垦工程后,纳潮量减小了22.57%。开辟盐田和围垦造陆工程等人类活动,对海岸演变的影响显著。  相似文献   

The Structure of A Turbulent Jet in A Crossflow-Effect of Jet-Crossflow Velocity     

李行伟  匡翠萍  陈国谦 《中国海洋工程》2002,(1)

A comprehensive numerical study on the three-dimensional structure of a turbulent jet in crossflow is performed. The jet-to-crossflow velocity ratio (R) varies in the range of 2 - 16; both vertical jets and inclined jets without excess streamwise momentum are considered. The numerical results of the Standard two-equation k-ε model show that the turbulent structure can be broadly categorised according to the jet-to-crossflow velocity ratio. For strong to moderate jet discharges, i.e. R> 4, the jet is characterized by a longitudinal transition through a bent-over phase during which the jet becomes almost parallel with the main freestream, to a sectional vortex-pair flow with double concentration maxima; the computed flow details and scalar mixing characteristics can be described by self-similar relations beyond a dimensionless distance of around 20-60. The similarity coefficients are only weakly dependent on R. The cross-section scalar field is kidney-shaped and bifurcated, vvith distinct double concentr  相似文献   

东亚岛弧地形横剖面与板块运动   总被引：2，自引：2，他引：2  

史学建 《海洋地质与第四纪地质》1997,17(4):91-99

通过对东亚岛弧横剖面形态的系统分析，并结合弧前的构造应力的分析，作者认为，东亚岛弧形成于板块东移的构造环境中，横剖面形态存在两种基本类型即内缓外陡型和内陡外缓型，这两种不同的横剖面具有不同的弧前应力，前者表现弧前挤压，后者表现弧前引张，这反映地貌形态与构造应力之间的密切关系。  相似文献   

Regression Formulations for the Stress at Hot Spot of Multiplanar Tubular DT Joints     

Chen Tieyun Zhang Huiyuan Professor  Shanghai Jiao Tong University  Shanghai Doctor of Engineering  Shenzhen Shipbuilding Trading Co. LTD. 《中国海洋工程》1993,(1)

- Stress concentration analysis of multiplanar tubular DT joints plays an important role in the fatigue design of offshore platforms. A semi-analytic method for stress analysis under the condition of any loads is briefly introduced in the paper. Nineteen multiplanar tubular DT joints with one of two braces of the same dimension subjected to axial loads and out- of- plane bending moments are computed for parametric stress analysis by using the present method. The influence of geometrical parameters on the stresses of multiplanar tubular DT joints is discussed and compared with corresponding uniplanar T joints. The regression formulae for the stress at hot spot of multiplanar DT joints are found by modification of SCF of corresponding uniplanar T joints. The parametric formulae for the maximum stress by superposition. Finally, the influences of stiffening effect and load-interaction effect on the maximum stress of DT joints are discussed.  相似文献