动床沙粒阻力与底沙输移

本文在输沙实验的基础上,从研究水流结构着手,分析了水流和泥沙之间的相互作用关系,讨论了动床沙粒阻力和底沙输移规律.结果表明,动床沙粒阻力与输沙有关.本文还导得动平床情况下的流速分布公式、阻力公式和输沙率公式,使动床的水流运动和输沙过程得以联解.通过295组水槽实测资料详尽的验证,证明本文结果与实测资料是一致的.     

黄浦江上游沉积物中重金属污染研究

本文报道了黄浦江上游董家渡至闵行25个样点底泥中重金属含量的测定结果,表明该河段底泥的重金属污染是十分明显的。从主航道至二岸污染逐步加剧。在测定的几个重金属元素中 Zn>Cu>Cd>Pb>Cr。水体中重金属的含量受到 pH 值、悬浮颗粒、有机物、及近岸工厂排污的影响。化学形态分析表明 Pb、Cu 含量与有机物有密切关系。     

我国石炭纪铝土矿的成因结构构造和定位机制(英文)

硬铝石铝土矿的结构复杂,构造特殊,其成因与铝土矿的形成有关。本文在大量野外观察和显微镜研究的基础上,比较系统地分析了硬铝石铝土矿的各种结构要素和结构、构造特征及其成因,提出了我国最重要工业铝土矿的成因结构分类及迁移沉积模式。     

近海沉积物二组分吸附模式与有机物的吸附

将天然沉积物视为有机质和无机质组成的二组分吸附剂，提出了二组分吸附模式。用该模式研究了大连近海沉积物对六氯乙烷和邻苯二甲酸二正丁酯的吸附行为，分别得出大连近海只物中的有机质和无机质对两种有机物的吸附规律、吸附能力和对吸附贡献大小。通过实测数据和模式计算数据的比较，评价了该模式的合理性和可靠性。     

用k_ε紊流模型及有限元法解二维异重流方程

本文用水沙混合水流的运动方程和质量守恒方程作为二维泥沙异重流的控制方程,用k-ε紊流模型闭合雷诺应力,用有限元法解上述方程组,计算了泥沙异重流的流速、含沙量、紊动动能和紊动粘滞系数的分布,并与试验的流速和含沙量资料进行了对比,最后分析了含沙量与紊动动能、流速的关系,阐述了在含沙水流中紊动动能有可能转化为水流的势能.     

长江河口及其邻近海域的自然环境

本文概述了长江河口演变过程和水下三角洲酌形成机理,河口地区潮汐作用、波浪作用和近岸流系的性质以及长江口外淡水扩散及其对邻近海域的影响等问题。本文还讨论了长江河口环流类型和特征、最大浑浊带分布及其变化、潮滩和水下三角洲的发育以及河口地区生物与环境的关系等。根据上述多方面环境因子的分析并进行汇总,作者对长江河口及其邻近海域的自然环境特征作出了评价。     

灌河口外水文动力条件分析

本文利用1980年8月、12月和1981年5月三次现场观测资料,分析了灌河口外海区的风、浪、潮汐、余流和泥沙等特征,为研究航道演变提供基础资料。     

Mlgebraic Attack on Filter-Combiner Model Keystream Generators

Algebraic attack was applied to attack Filter-Combiner model keystream generators. We proposed thetechnique of function composition to improve the model, and the improved model can resist the algebraic attack. A new criterion for designing Filter-Combiner model was also proposed: the total length L of Linear Finite State Machines used in the model should be large enough and the degree d of Filter-Combiner function should be approximate [L/2].     

Analysis on River Sediment Changes of the Upper Reaches of Yangtze River

The sediment load and river sedimentation of the upper reaches of Yangtze River has been undergoing constant changes as complex landformlarge mountain area and plentiful precipitation make the drainage area of Yangtze River very vulnerable to water erosion and gravity erosion. Through analyzing the hydrological and sediment load statistics recorded by major hydrological stations along Yangtze River since 1950s, and editing the accumulation graph of annual runoff volume and annual sediment load, we find out that the suspended-sediment of Yangtze river has been decreasing year by year in Wulong Hydrological Station on Wujiang River, Beibei Hydrological Station on Jialingjiang River, Lijiawan Hydrological Station on Tuojiang River and Gaochang Hydrological Station on Minjiang River, Yichang Hydrological Station, Cuntan Hydrological Station along Yangtze River mainstream share the same experience too. But the statistics obtained at Pingshan Hydrological Station on Jinshajiang River shows the sediment load there has increased. Taking ecological construction, hydraulic engineering construction and precipitation changes into consideration, the thesis analyses the cauls for the sediment load decrease of Jialingjiang River, Tuojiang River, Minjiang River and Wujiang River and provides us both scientific foundation for further study of river sediment changes of the upper reaches of Yangtze River, and measures to control river sedimentation.