金衢盆地第四纪红土沉积粒度组成特征

浙江金衢盆地第四纪红土分布广泛,是开展红土与全球变化研究的理想场所之一。汤溪红土沉积剖面的粒度组成研究表明:砂(>63μm)含量极少,平均1.58%,粉砂(4~63μm)和黏粒(<4μm)为众数粒组,其含量的平均值分别为48.51%和49.91%,频率曲线呈双峰式,推测红土母质具风成特性,沉积后经历了较强的风化成壤作用;均质红土与网纹红土具有相似的粒度分布特征,但网纹红土的分选更为复杂,底部有近源物质的混入;汤溪红土粒度的纵向变化旋回和纵向变化趋势,可能指示了中更新世以来南方气候的不稳定性和气候逐渐变干冷的趋势。     

Molecular phylogenetic analysis of sulfate-reducing bacteria from deep sediment layers of the tropical West Pacific warm pool

1IntroductionThe tropical West Pacific warm pool(TWP-WP),which spans an area roughly between10°Nto10°S of the equator from Indonesia to the dateline,has the world’s warmest sea surface temperature ofbeing greater than29℃.With the increase of recog-niz…     

Action of Cnoidal Waves on Vertical Walls

Based on the 2nd order cnoidal wave theory, the characters of shallow water standing waves and their action on vertical walls are studied in this paper. The theoretical expressions of the wave surface elevation in front of and the wave pressure on the vertical wall are obtained. In order to verify the theoretical results, model tests were made in the State Key Laboratory of Coastal and Offshore Engineering at DUT. For the wave surface elevation in front of the wall and the wave forces on the wall at the moment when the wave surface at the wall surface goes down to the bottom of the wave trough, the calculated results coincide quite well with the experimental results. For the wave forces on the wall at the moment when the wave surface at the wall surface goes up to the top of the wave crest, the theoretical expressions are modified by the experimental results. For the convenience of practical use, calculations are made for the wave conditions which usually occur in enginering practice by use of the inves     

Dynamic Response Analysis of Interaction System of R.C. Gravity Single-Leg Platform

In this paper, the responses of the interaction system of R.C. gravity single-leg platform to seismic excitation are mainly analysed. A set of nonlinear equations for the interaction system are established by using the wave, one is the soil-structure interaction and the other is the fluid-structure interaction. The seismic response of the interaction system is analysed for the influence of the asymmetric structure, fluid action, etc. with the input of seismic SH waves in any direction. The numerical results are given for a simple example.     

摄食水平对中华鳖(Trionyx sinensis)幼鳖生长和能量收支的影响

于2001年10月—2002年3月在深圳职业技术学院海洋生物技术实验室进行摄食-生长实验(实验周期为56天)。实验在水温30℃的条件下进行,设饥饿、1%、2%和饱食4个摄食水平,研究了中华鳖(Trionyxsinensis)幼鳖(296.60—396.09g)的生长和能量收支。结果表明,中华鳖幼鳖的特定生长率随摄食水平的增加,其湿重、干物质、蛋白质和能量的特定生长率均呈二次曲线增加,其中干物质的特定生长率(SGRdr)与摄食率(Rl)的关系式为SGRdr=-0.3621+0.8809Rl-0.1352Rl2(r2=0.896,n=26,P<0.01);除湿重的转化效率外,干物质、蛋白质和能量的转化效率在2%组均达到最大,分别为27.47%、31.48%和25.01%;摄食水平对中华鳖氨氮排泄率和尿素氮排泄率以及氨氮占总氮排泄率的比例均有显著影响(P<0.01),总氮排泄率、氨态氮排泄率和尿素氮排泄率均随摄食水平的增加而升高,从饥饿组到饱食组的变动范围分别是4.71%—38.70%、3.50%—24.64%和1.21%—6.48%,而氨氮占总氮比例的变化规律与上述指的标略有不同,饥饿组的比例略高于1%组,摄食组的比例随摄食水平的增加而增加,该比例的变动范围是71.92%—83.20%,回归分析表明,幼鳖的总氮排泄率[μmol/(g·d)](GN)、氨氮排泄率[μmol/(g·d)](NH3N)及尿素氮排泄率[μmol/(g·d)](UN)与其蛋自质摄入率(%体重     

A New Approach to High-Order Boussinesq-Type Equations with Ambient Currents

A new approach to high-order Boussinesq-type equations with ambient currents is presented. The current velocity is assumed to be uniform over depth and of the same magnitude as the shallow water wave celerity. The wave velocity field is expressed in terms of the horizontal and vertical wave velocity components at an arbitrary water depth level. Linear operators are introduced to improve the accuracy of the kinematic condition at the sea bottom. The dynamic and kinematic conditions at the free surface are expressed in terms of wave velocity variables defined directly on the free surface. The new equations provide high accuracy of linear properties as well as nonlinear properties from shallow to deep water, and extend the applicable range of relative water depth in the case of opposing currents.     

Fuzzy Fatigue Reliability Analysis of Offshore Platforms in Ice-Infested Waters

1 .IntroductionTheBohaiGulfisinfestedbyiceinthewholewinter,andoffshorestructuresthereexperiencenotonlywind ,waves ,currentsandearthquake ,butalsoiceloadswhicharecomplicatedbecauseofthedynamicinteractionbetweenicesheetsandstructures.Duanetal.( 2 0 0 0 )hadacomprehensivere viewofthelatestadvancesonice inducedvibration ,fatigueandfractureofoffshorestructures ,payingmuchattentiontothedifferencesinicebreakingmodeanddynamicsofstructuresindifferentice in festedwaters .Theypresentedcriticallythelates…     

Wave-Current Forces on Vertical Cylinders in Side-by-Side Arrangement for Irregular Waves Combined With Opposing Current

- The wave-current forces on vertical piles in side-by-side arrangement induced by irregular waves with opposing current are investigated experimentally in this paper. The characteristics in both time and frequency domain of in-line, lift and resultant forces are analyzed. The grouping effect coefficients of inline, lift and resultant forces on piles related to KC number and relative spacing parameters are given. These results are compared with those in the case of irregular waves combined with following currents. It is found that the results in these two cases are quite different. The range of KC number tested is 10- 60, the range of Reynolds number is (0.55-3.43) ×104.     

Test Study on Current Force on Mooring Ships

In respect of an offshore berthing pillar, the test study result of current force acting on mooring ships is described in this paper. Empirical and semi-empirical relationships of current force coefficient are given according to the angle between the flow direction and the ship's longitudinal axis, which are coincident with the result of theoretical analysis.     

A Computational Model for Velocity Separation in Shallow Sea

Based on the hydrodynamical feature and the theoretical velocity profiles of tidal flow and vvind-induced flow in shal-low sea, a computational model is established for the first time, which can separate observed velocity into tidal velocity and wind-induced velocity by use of the least square method. With the model, not only the surface velocities of tidal flow and vvind-induced flow are obtained, but also the bed roughness height is determined and the wind velocity above the wa-ter surface is estimated. For verification of the model, the observed velocity in the Yellow River Estuary and the laborato-ry test is separated, then it is applied to the Yangtze River Estuary. All the results are satisfactory. The research results show that the model is simple in method, feasible in process and reasonable in result. The model is a valid approach to analysis and computation of field dala, and can be applied to separate the observed velocity in shallow sea; at the same time, reasonable boundary conditions of th