Discussion on Coastal Erosion Near Xizhuang, Penglai, China

-In this work, on the basis of the characteristics of coastal erosion near Xizhuang (Penglai, Shandong, China) and the in-situ measured data and theoretical calculation, the causes of coastal erosion there are obtained: (1) natural erosion, (2) beach sand borrowing, and (3) sand borrowing at the Dengzhou shoal near Xizhuang, which results in the loss of the function of the wave force resistance of the shoal. Since the wave energy is increased, the longshore sediment transport rate is increased. Coastal erosions are more and more serious. A scientific basis to reduced the calamity of coastal erosion in local area is presented. Some experiences are accumulated for studying coastal erosion.     

Sediment Transport in Rivers and Coastal Waters

Following Bagnold's approach, a relationship between sediment transport and energy dissipation is developed. The major assumption made in the study is that the near bed velocity plays a dominant role in the process of sediment transport. A general relationship between energy dissipation and sediment transport is first proposed. Then the equations for total sediment transport are derived by introducing the appropriate expression of energy dissipation rate under different conditions, such as open channel flows, combination of wave and current, as well as longshore sediment transport. Within the flows investigated, the derived relationships are fairly consistent with the available data over a wide range of conditions.     

Hydroelastic Analysis of Very Large Floating Structures Using Plate Green Functions

1 .IntroductionRecentlygreatinteresthasbeenshowninthedevelopmentofverylargefloatingstructuressuchasMegaFloatofJapan (Isobe ,1 999)andMOBofUSA (Remmers ,1 999) .Owingtotheirextremelargesizeandgreatflexibility ,thecouplingbetweenthestructuraldeformationandfluidmotionissignifi cant.Thisisatypicalproblemofhydroelasticity .Efficientandaccurateestimationofthehydroelasticresponseofverylargefloatingstructuresinwavesisveryimportantfordesign .Manymethodshavebeenproposedinliteratureforthepredictiono…     

细菌对海水中各形态氮的影响

海洋细菌生长过程中,不但能利用体系中的有机物质,而且也能利用无机营养盐。本论文通过小麦岛细菌接种实验发现,细菌大量繁殖时吸收利用体系中的营养物质,生成颗粒态氮(PN)和溶解有机氮(DON),体系中溶解无机氮(DIN)、总溶解氮(TDN)降低至最低值。进入细菌指数生长期和稳定期后,颗粒态和有机态氮不断降解向体系中释放出无机营养盐,DIN和TDN呈现回升趋势,颗粒氮(PN)与细菌数量变化正相关。体系中,初始氮源的量决定了细菌体内POC/PN的比值,氮源充足,细菌繁殖数量多,POC/PN值低,氮源不足,细菌数量相对较少,POC/PN比值高。     

The Working Mechanism and An Analytic Method of the Deep Embedded Large Cylinder Structure

The large cylinder is a new-type structure that has been applied to harbor and offshore engineering. An analytic method of the relationship between loads and the structure displacement is developed based on the failure mode of deep embedded large cylinder structures. It can be used to calculate directly the soil resistance and the ultirnate bearing capacity of the structure under usage. A new criterion of the large cylinder structure, which discriminates the deep embedded cylinder from the shallow embedded cylinder, is defined. Model tests prove that the proposed method is feasible for the analysis of deep embedded large cylinder structures.     

无机碳与雨生红球藻(Haematococcus pluvialis)细胞调节物质

以单细胞雨生红球藻为材料，采用酸碱滴定和CO2加富通气培养微藻的方法，对旧液中HCO3^-和CO3^2-浓度变化以及对红球藻细胞生长的影响进行了研究。结果表明，旧液具有限制红球藻细胞生长和诱导细胞转化的作用。同时，旧液中无机碳离子浓度明显高于新液。培养液中富含CO3^2-时，各细胞数量与CO3^2-浓度呈正相关，相关系数为0．88。溶液中仅有HCO3^-时，各细胞数与HCO3^-浓度也呈正相关性。因此，排除了CO3^2-和HCO3^-作为旧液中的调节物质，限制红球藻细胞生长和诱导细胞转化的可能性。旧液乙酸乙酯提取物生物检测实验表明，在粗提取物中有降低细胞增长和诱导细胞转化的活性，表明调节物质能溶于有机相，也反过来证实无机碳离子不是旧液中的调节物质。DNA含量和倍性分析结果表明，红球藻游动细胞DNA复制可以加倍后不经过原生质分裂就可以再次进行，因此推测旧液中的调节物质对原生质分裂过程产生抑制作用，而不对DNA复制过程产生抑制作用。     

卤虫无节幼体的营养强化对黑斑口虾蛄(Oratosquilla kempi)幼体发育的影响

用扁藻、酵母、“鱼油 酵母”强化和“不强化”4种方式处理的卤虫无节幼体投喂黑斑口虾蛄各期幼体,比较不同强化方法对黑斑口虾蛄幼体成活率、变态率、生长速度及总脂与脂肪酸组成的影响。结果表明,3种方式强化12h后的卤虫无节幼体与对照组相比,总脂含量都有不同程度的增加。卤虫无节幼体的脂肪酸组成与强化方式密切相关,其中“鱼油 酵母”强化的卤虫无节幼体20∶5n-3(EPA)和22∶6n-3(DHA)占总脂肪酸的比例最高,分别为5·74%和4·84%。投喂强化后富含EPA和DHA的卤虫无节幼体,可增加黑斑口虾蛄幼体体内脂肪酸尤其是EPA和DHA等不饱和脂肪酸的含量,从而提高其幼体的成活率、变态率与发育速度。     

Prediction of Load Carrying Capacity of Corroded Reinforced Concrete Beam

A novel method for prediction of the load carrying capacity of a corroded reinforced concrete beam (CRCB) is presented in the paper. Nine reinforced concrete beams, which had been working in an aggressive environment for more than 10 years, were tested in the laboratory. Comprehensive tests, including flexural test, strength test for corroded concrete and rusty rebar, and pullout test for bond strength between concrete and rebar, were condueted. The flexural test results of CRCBs reveal that the distribution of surface cracks on the beams shows a fractal behavior. The relationship between the fractal dimensions and mechanical properties of CRCBs is then studied. A prediction model based on artificial neural network (ANN) is established by the use of the fractal dimension as the corrosion index, together with the basic intbrmation of the beam. The validity of the prediction model is demonstrated through the experimental data, and satisfactory resuits are achieved.