Design of the HUV based on the airplane's principles

结合固定翼飞机与潜器设计原理设计了一种密度大于水的潜器——重水潜器,它利用机翼升力平衡剩余重量,外形就像固定翼飞机.由理论分析可知在有效载荷和航行速度相同的情况下重水潜器较常规潜器的体积有明显减小,而以中高速航行时重水潜器阻力优势明显.根据固定翼飞机与潜器设计原理相结合的设计方法制作的重水潜器样机进行水池试航时顺利完成直航、水平回转、爬升、下潜等规定动作,并表现出良好的稳定性和操纵性,从而证明了该设计方法的可实现性.     

天津海域春夏季节游泳动物的组成特征

根据2014年5月及8月在天津海域进行的底拖网调查资料,对该海域游泳动物组成特征进行了初步研究。结果表明,在该海域共捕获游泳动物36种,平均资源密度为126 297.13个/km~2和1 494.40 kg/km~2。以个体密度计算群落多样性,Shannon-Wiener种类多样性指数H′平均为1.803,Margalef种类丰富度指数d平均为0.592,Pielou种类均匀度指数J平均为0.537。资源密度及物种多样性,8月均优于5月。优势种为口虾蛄,重要种为火枪乌贼、日本、斑、六丝钝尾虾虎鱼。天津近岸海域游泳动物渔业资源呈现出低质化的趋势。     

1970-2019年黄浦江上游年最高潮位变化及驱动因子

黄浦江年最高潮位变化关系到上海市的防洪安全,本文基于米市渡站1970－2019年年最高潮位、太湖流域降水量等数据,研究了近50 年来黄浦江上游年最高潮位的变化趋势和变异特性、发生频率变化以及潮位变化的驱动因子。结果表明：年最高潮位在1970－2019年总体呈显著上升趋势,上升幅度为81 cm,年均上升1.62 cm。1995年之后出现跳跃式的波动上升,1996－2002年相对1995年之前较大幅度上升,2003－2011年相比1996－2002年出现较明显下降,之后又较大幅度上升。随着潮位升高,各频率对应的最高潮位均较大幅度增加,升高幅度均达0.9 m以上,五十年一遇、百年一遇、千年一遇高潮位分别由1970年条件下的3.77 m、3.81 m、3.94 m升高到2019年条件下的4.71 m、4.75 m、4.92 m。与此同时,相同潮位下的重现期急剧减小,高潮位发生频率大幅度增加。分析认为,年最高潮位升高受气候变化和人类活动的综合影响,1970－1995年主要受降水量变化等气候因素的影响,1996－2019年主要受水利工程、台风频率增加等因素的影响,尤其是太湖流域太浦河等工程的修建起重要作用。     

海洋生物诞生过程、新资源发掘与高值利用

本文以46亿年来地球、海洋及生命的形成与演化为主线,简要回顾了生命体由简单到复杂、从低级向高级、从水生到陆生逐级演化的历史进程,以及重大环境变化事件对生物毁灭性灭绝、生物适应与多样性演化的影响,阐明海洋尤其热带海洋在生命诞生、孕育及庇护等过程中所发挥的不可替代作用.同时,分析了热带海洋生物资源多样性中心形成的重要自然环...     

On the Conversion of Antarctic Ice-Mass Change to Sea Level Equivalent

This technical note aims to provide a quick reference and some computational examples for the conversion between Antarctic ice-mass changes and global sea level equivalent (SLE) changes using a few assumptions that computationally simplify this complex problem and that acknowledge gaps in our knowledge of the Antarctic environment. A number of factors involved in the conversion process are discussed, and the sensitivity of the conversion result to certain aspects is analyzed. It was found that the global ocean area calculated from a recently improved global shoreline dataset has little impact on the uncertainty of the SLE estimation. SLE estimation using satellite gravity observations, such as those by GRACE, are sensitive to glacial isostatic adjustment (GIA) models. One more important result from the computation is that the effective density of the volume that is gained or lost during mass change may greatly affect the outcome of the conversion if it differs greatly from the actual density of the firn/ice layers. Finally, a table of computational examples is provided for reference under some assumptions for simplifying the computation.     

Experimental Study on Complete Consolidation Behavior of Hong Kong Marine Deposits

The time-dependent feature of soft soils has gained intensive attraction in recent years. Due to the high water content and viscous property, the Hong Kong marine deposit (HKMD) frequently poses a challenge to geotechnical practice, particularly to the reclamation in Hong Kong. A key issue related to reclamation design, foundation construction and maintenance is excess settlement/deformation of the ground. Formation of HKMD typically goes through sedimentation and self-weight consolidation. A series of one-dimensional settling column consolidation tests, together with conventional oedometer tests were conducted on the HKMD. By normalizing parameter in settling stage, a unique global relationship of effective stress, σ_z′ and strain, ?_z could be established. Results reveal that the settling curve and settling rate are significantly affected by the sediment concentration in self-weight consolidation. After the primary self-weight consolidation, the settling rate is reduced in the “secondary self-weight consolidation.”     

Static Analysis of Collision Strength of Offshore Platform

In this paper a numerical analysis method combining FEM incemental technique with limit analysis concept is proposed for the study of the static strength of offshore platform in collision. Large deformation and plasticity are accounted for and the limit yield surface expressed by generalized stress for a tubular section is derived. The modified stiffness matrix of space beam element is formulated by Plastic Node Method. The buckling behavior of beam columns can also be taken into account. It can trace the generation of plastic hinges during loading and finally the ultimate strength of offshore platform against collision is obtained.     

Numerical Simulation of Abnormal Wave Height Change Induced by Excavated Waterway with Boussinesq Equation

A nonlinear numerical model has been set up by use of Boussinesq Equation with finite differ-ence method,and has been applied to the simulation of the abnormal change of wave height induced by ex-cavated waterway.Numerical results demonstrate that the abnormal change of wave height is due to theadding of the reflected wave height induced by excavated waterway to the incident wave height.Becausethe angle between the incident wave and the axis of the waterway is smaller than the critical angle,the re-flected wave produced by the waterway may propagate to the breakwater and may be added with the inci-dent wave,then the abnormal change of wave height before the breakwater may be caused.So the wave re-flection caused by the change of water depth cannot be neglected.     

Research on Water-Taking Characteristics of Huanghua Power Plant Reach

In this paper the water-taking characteristics of the first,the second and the third stage of theHuanghua Power Plant are studied by numerical model and physical model.The results show that the pres-ent inlet channel only satisfies the supply need of the first stage of the power plant.If the riverbed of the in-let reach is properly dredged,the need of water supply for the third stage of the power plant could be met.     

浙江朱家尖岛东沙海滩对热带风暴“娜基莉”的响应及风暴后的恢复

海滩对风暴的响应及风暴后海滩的恢复过程一直以来都是国内外海滩研究的热点。本文通过对浙江舟山市朱家尖岛东沙海滩地形地貌的现场调查,对比分析了热带风暴"娜基莉"影响下东沙海滩剖面的蚀积变化,探讨了海滩在热带风暴发生后的恢复情况。结果表明,在"娜基莉"影响期间,因风暴浪为向岸浪,东沙海滩几乎遭受全线侵蚀,12个剖面单宽侵蚀总量为73.46 m3/m,其中海滩直线段较两个遮蔽段侵蚀显著。由于海滩在风暴前进方向的左侧,且"娜基莉"距东沙较远,使得东沙海滩普遍侵蚀但强度较小。东沙海滩在热带风暴后的恢复过程中,不同部位的地貌调整和冲淤变化不同,下岬角遮蔽段基本趋于稳定,直线段和上岬角遮蔽段在恢复过程中因受海滩季节性调整的影响呈现持续侵蚀。