Distribution of suspended sediment in the coastal sea off the Ganges–Brahmaputra River mouth: observation from TM data

Remote sensing technique was applied to estimate suspended sediment concentration (SSC) and to understand transportation, distribution and deposition of suspended sediment in the estuary and throughout the coastal sea, off the Ganges–Brahmaputra River mouth. During low river discharge period, zone of turbidity maximum is inferred in the estuary near the shore. SSC map shows that maximum SSC reaches 1050 mg/l in this period. Magnitude of SSC is mainly owing to resuspension of the bottom surface sediments induced by tidal currents flowing over shallow water depths. The influence of depth on resuspension is farther revealed from the distribution and magnitude of SSC along the head of Swatch of No Ground (SNG) submarine canyon. During high river discharge period, huge river outflow pushed the salt wedge and flashes away the suspended sediments in the coastal sea off the river mouth. Zone of turbidity maximum is inferred in the coastal water approximately within 5–10 m depth of water, where the maximum SSC reaches 1700 mg/l. In this period, huge fluvial input of the suspended sediments including the resuspended bottom sediments and the particles remaining in suspension for longer period of time since their initial entry control mainly the magnitude of SSC. In the estuary near the shore, seasonal variation in the magnitude of SSC is not evident. In the coastal sea (>5 m water depth), seasonal influence in the magnitude of SSC could be concluded from the discrepancy between SSC values of two different seasons. Transportation and deposition of suspended sediments also experiences seasonal variations. At present, suspended sediments are being accumulated on the shallow shelf (between 5 and 10 m water depth) in low discharge period and on the mid-shelf (between 10 and 75 m water depth) during high discharge period. An empirical (exponential) relationship was found between gradual settle down of suspended sediments in the coastal sea and its lateral distance from the turbidity maximum.     

体外循环期间钙动态变化的研究

观察32例患者体外循环期间血浆及红细胞内钙的动态变化。目的在于揭示其变化规律，为更好的保护心肌提供新的措施和理论依据。结果：麻醉后体外循环前血浆钙较术前显著升高，体外循环开始显著下降；40min恢复至术前水平；停机时显著升高至停机8h。术前、中、后红细胞内钙无显著变化。体外循环期间钙变化与血液稀释、应激反应、预充液及心脏停跳液中含钙离子有关。高钙可导致心肌缺血及再灌注时大量钙进入心肌细胞，引起心肌细胞损伤。所以，体外循环期间，特别是复灌期适当降低钙浓度，对术中、后心肌功能恢复具有重要作用。     

开关磁阻电机最优化设计的研究

ＳＲＭ优化设计问题属于带多个约束条件的非线性规划问题，除变量的离散性外，约束条件众多且非线性程度高，目标函数是离散跳跃的，本文着重对ＳＲＭ最优化方法进行了研究，提出了一种改进的增广Ｌａｒｇｒａｎｇｅ乘子法，与罚函数法相比，对复杂数学模型的优化具有明显的优越性。     

基于AIS通信的船舶避碰多Agent决策支持系统的设计与实现

多Agent系统(Multi-Agent System,MAS)是计算机科学中比较新的一个分支,主要研究在逻辑上或物理上分离的多个主体之间进行协调的智能行为,最终实现问题求解。本文鉴于对分布式船舶避碰决策系统的需求,提出以互利和缓解整体碰撞危险局面为目标的多Agent避碰决策系统。并通过建立模型的方法在VC平台上实现了该设计。     

小额支付系统的实现与处理流程

本文参考某省移动公司小额支付电子商务平台的实际项目,从工程项目的角度描述了业务功能和系统结构,并详细叙述了其中一种代表性的业务处理流程,为移动小额支付业务提供了完整的概要设计方案.     

一般状态下悬链线方程的应用

建立悬链线方程,分析悬链受力及方程的解法,结合实例运用悬链线方程计算锚链参数,完成工程船在具体海况下的锚泊设备选型。     

浅析CACHE技术的发展及应用

介绍Cache技术,以及Cache在Internet上的发展前景,分析Cache技术在互联网上的重要作用,特别是Cache技术在铁通公司互联网上的成功案例,展示了Cache技术的发展趋势.     

基于层次灰色模型的铁路技术创新绩效综合评价

运用技术创新基本理论,结合铁路技术创新实际,从效益(经济、社会)增长、市场状态(市场份额、市场营销)改善和创新主体素质(技术装备水平、管理水平)提高3个方面建立了评价铁路技术创新绩效的多级指标体系。将层次分析法(AHP)和灰色系统理论结合起来建立了层次灰色评价模型(HGM),运用该模型对铁路技术创新绩效分别从整体和分项进行了综合评价,得出:铁路技术创新绩效绩优度为“一般”,其主要原因在于铁路运输市场状态改善中市场份额扩大程度较低。实证分析结果表明:改进层次灰色评价法(层次灰色评价模型)为一种评价铁路技术创新绩效的有效方法。     

波流联合作用下的船舶系泊

通过波流联合作用下开敞式深水码头系泊试验研究成果的分析,阐述了流对系泊船舶的作用性质,波流联合作用下系泊船舶动态特征,缆绳选择及系缆方式,并对试验方法的选取提出了建议。     

英版数字化航海图书资料获取与使用

随着计算机及互联网技术的发展,考虑到航海人员使用效率的提高,英国海军水道部对其航海图书资料的出版形式进行了改进,数字化航海图书资料大量出现。为了方便航海人员尽快适应这种变化,给出获取和使用英版数字化航海图书资料的方法。