珠江口东岸池养鲻鱼的年龄与生长

研究池养条件下鲻鱼ＭｕｇｉｌｃｅｐｈａｌｕｓＬｉｎｎａｅｕｓ的年龄和生长特性，结果表明，鳞片新年轮主要在１０—１月出现；鳞长与体长关系式为：Ｒ—０．００９０７Ｌ（０．７７６４）；Ｉ—Ｖ龄鱼体长和体重相对生长率和生长指标随着年龄增长而逐渐下降；体长与体重关系式为：Ｗ＝１．２７１６×１０（－５）Ｌ（３．０６９５），体长与全长关系式为：ＬＴ＝１０．３７１１＋１．１８０６ＬＢ，当年鱼体长和体重生长与月龄的关系分别为：ＬＢ＝８．６６６９＋２５．５７６９ｔ，Ｗ＝０．１１７０ｔ（３．５５３０），ｖｏｎＢｅｒｔａｌｌａｎｆｆｙ生长参数Ｌ∞＝６１３．２５ｍｍ，Ｋ＝０．３４１２，ｔ０＝－０．８２５，体重生长拐点值为２．４６ａ。     

Wave boundary layers in rough turbulent flow

A one-layer time-invariant eddy viscosity model is specified to develop a mathematical model for describing the essential features of the turbulent wave boundary layer over a rough bed. The functional form of the eddy viscosity is evaluated based on a modified one-equation turbulence model in which the eddy viscosity varies in time and space. The present eddy viscosity model simplifies much of the mathematical complexity in many existing models. Predictions from the present model have been compared favorably with a wide range of experimental data. It is found that the eddy viscosity model adopted in the present study is physically reasonable.     

福建省5级地震的气候前兆

本文通过相关统计事实,初步探讨了福建5级地震前期的气象异常,提出了“气压、气温和雨量”模式,发现一次中强震前的1～3a间,先出现大面积降压和最高气温的异常增温,后出现大面积的干旱。这一时序演变,似可作为一次完整的孕震过程的气象前兆而用于中长期地震预报。     

Genetical study on the parthenogenesis in Laminaria japonica

The parthenogenesis and natural doubling of chromosomes in wild type female gametophytes of Laminaria japonica were studied. The results indicate that not all the female gametophytes from the wild type hybrid parent can propagate through parthenogenesis. Most parthenosporophytes can mature, their spores germinate into gametophytes, the latter then developed into female sporophytes. To form these parthenosporophytes the natural doubling of chromosomes occurred mainly at the first and second cell divisions of the spores. It is thus considered that the parthenogenesis of L. japonica is inheritable and the relative genes link closely with the genes controlling the natural doubling of chromosomes and the female determination.     

江西城门山矿露采场疏干预测

本文在分析矿区水文地质条件并加以简化的基础上,对含水层的边界条件及非均质性作了技术处理,从而确定了矿区水文地质计算模型,然后运用泰斯非稳定流理论建立求解疏干流量的数学模型。在规定的疏干要求下,预测了各阶段的疏干流量及相应的疏干时间。文中对阶梯流量迭加计算过程,当含水层为承压—无压状态下,如何确定水力传导系数,提出了新的方法。     

近50年影响广西的热带气旋变化特征

分析了1951～2007年影响广西的热带气旋频数、强度以及初旋、终旋影响日期的变化,结果表明:影响广西的热带气旋年频数、最大强度、强度超过32.7m·s-1的热带气旋频数均呈减少(减弱)趋势,且年际、年代际变化明显,20世纪50年代至70年代为热带气旋影响偏多、偏强期,80年代以后为偏少、偏弱期.初旋影响日期呈偏晚趋势,终旋影响日期变化趋势不显著.     

相关观测情况的可靠性研究

可靠性是测量网优化设计和数据质量控制要考虑的重要因素之一。在独立观测情况,测量网的可靠性可用多余度（或称多余观测分量）来表示,多余度越小,该余度越小,该观测位置的可靠性越差,但在相关观测情况,多余度的值域超出（０,１）区间,已不能可靠性特征。本文建议采用一种新的可靠性度量指标：ｒｉ＝（ＰＲ）ｉｉ／Ｐｉｉ,其中Ｐ是观测权阵,Ｒ是平差因子阵。ｒｉ的值域在一种新的可靠性度量指标;ｒｉ＝（ＰＲ）ｉｉ／ｐｉ     

Short-term variations and influencing factors of suspended sediment concentrations at the Heisha Beach,Guangdong, China

Knowledge of sediment variation processes is essential to understand the evolution mechanism of beach morphology changes. Thus, a field measurement was conducted at the Heisha Beach, located on the west coast of the Zhujiang River(Pearl River) Estuary, to investigate the short-term variation in suspended sediment concentrations(SSCs) and the relationship between the SSC and turbulent kinetic energy, bottom shear stress(BSS), and relative wave height. Based on extreme event analysis results, extr...     

高温后混凝土在重复荷载作用下的应力—应变关系

本文通过对遭受１００￣８００℃高温作用后的混凝土棱柱体进行轴压重复荷载作用下的强度和变形试验，研究了高温后混凝土加载及卸载应力－应变曲线的特征，建立了相应关系的数学表达式。文中并就高温和荷载两种作用对混凝土损伤的影响作了讨论。     

Experimental and analytical study on pounding reduction of base‐isolated highway bridges using MR dampers

Pounding between adjacent superstructures has been a major cause of highway bridge damage in the past several earthquakes. This paper presents an experimental and analytical study on pounding reduction of highway bridges subjected to earthquake ground motions by using magnetorheological (MR) dampers. An analytical model, which incorporates structural pounding and MR dampers, is developed. A series of shaking table tests on a 1:20 scaled base‐isolated bridge model are performed to investigate the effects of pounding between adjacent superstructures on the dynamics of the structures. Based on the test results, the parameters of the linear and the nonlinear viscoelastic impact models are identified. Performance of the semiactive system for reducing structural pounding is also investigated experimentally, in which the MR dampers are used in conjunction with the proposed control strategy, to verify the effectiveness of the MR dampers. Structural responses are also simulated by using the established analytical model and compared with the shaking table test results. The results show that pounding between adjacent superstructures of the highway bridge significantly increases the structural acceleration responses. For the base‐isolated bridge model considered here, the semiactive control system with MR dampers effectively precludes pounding. Copyright © 2009 John Wiley & Sons, Ltd.