曹妃甸近岸及周边海区碎屑矿物组成特征及其环境意义

为探讨曹妃甸近岸及周边海区沉积物碎屑矿物组成特征以及曹妃甸大规模围填海工程对其影响,作者对2013年10月采自曹妃甸及周边海区的表层沉积物样品采用轻重矿物分离的方法进行了鉴定。结果表明:大规模围填海工程在改变曹妃甸岸线形态的同时也改变了其冲淤环境,使得碎屑矿物组分在大规模围填海前后发生一定变化。研究区的沉积物整体以轻矿物为主,平均含量为97.83%,其中曹妃甸近岸平均含量为95.57%;重矿物平均含量为2.17%,其中曹妃甸近岸平均含量为4.43%。研究区的重矿物优势矿物主要有普通角闪石、绿帘石和自生黄铁矿,其中普通角闪石所占比例在曹妃甸近岸达到最高值(36.41%);轻矿物的优势矿物主要有石英、斜长石和风化碎屑,其中石英所占比例也在曹妃甸近岸达到最高值(62.72%)。研究发现,曹妃甸近岸沉积物碎屑矿物相对含量增加而重矿物基本不变,这在一定程度上揭示了大规模人工围填海工程对曹妃甸近岸及周边海区沉积环境的影响。     

南极低温降解菌Shewanella sp. NJ49羟化酶分离纯化及最适产酶条件研究

羟化酶是细菌降解烷烃的关键酶,本文以南极低温降解菌Shewanella sp.NJ49为研究对象,通过硫酸铵沉淀、超滤浓缩及葡聚糖凝胶Sephadex G-75柱层析方法,分离纯化NJ49的羟化酶,获得了单一羟化酶组分,研究了温度、p H、表面活性剂和盐度等环境因素对NJ49羟化酶酶活活性影响。结果表明,羟化酶组分由α、β、γ三个亚基组成,分子质量分别为56,45和36 k D。NJ49最适产酶条件为:温度15℃、p H7.2、盐度55;不同类型表面活性剂对酶的活性影响效应不一,两性离子表面活性剂、阳离子表面活性剂、非离子表面活性剂对酶活没有作用,阴离子表面活性剂+非离子表面活性剂混和剂和阳离子表面活性剂+非离子表面活性剂混和剂能提高羟化酶的活性。     

Experimental study of nonlinear behaviors of a free-floating body in waves

Nonlinear behaviors of a free-floating body in waves were experimentally investigated in the present study. The experiments were carried out for 6 different wave heights and 6 different wave periods to cover a relatively wide range of wave nonlinearities. A charge-coupled device (CCD) camera was used to capture the real-time motion of the floating body. The measurement data show that the sway, heave and roll motions of the floating body are all harmonic oscillations while the equilibrium position of the sway motion drifts in the wave direction. The drift speed is proportional to wave steepness when the size of the floating body is comparable to the wavelength, while it is proportional to the square of wave steepness when the floating body is relatively small. In addition, the drift motion leads to a slightly longer oscillation period of the floating body than the wave period of nonlinear wave and the discrepancy increases with the increment of wave steepness.     

A new landslide-induced tsunami simulation model and its application to the 1792 Unzen-Mayuyama landslide-and-tsunami disaster

By combining landslide dynamics research and tsunami research, we present an integrated series of numerical models quantitatively simulating the complete evolution of a landslide-induced tsunami. The integrated model simulating the landslide initiation and motion uses measured landslide dynamic parameters from a high-stress undrained dynamic-loading ring shear apparatus. It provides the numerical data of a landslide mass entering and moving under water to the tsunami simulation model as the trigger of tsunami. The series of landslide and tsunami simulation models were applied to the 1792 Unzen-Mayuyama megaslide and the ensuing tsunami disaster, which is the largest landslide disaster, the largest volcanic disaster, and the largest landslide-induced tsunami disaster to have occurred in Japan. Both the 1792 megaslide and the tsunami portions of the disaster are well documented, making this an excellent test of the reliability and precision of the new simulation model. The simulated tsunami heights at the coasts well match the historical tsunami heights recorded by “Tsunami-Dome-Ishi” (a stone showing the tsunami reaching point) and memorial stone pillars.     

Two-dimensional landslide dynamic simulation based on a velocity-weakening friction law

Surprisingly, hypermobility (high velocity and long run-out) is a remarkable feature of large landslides and is still poorly understood. In this paper, a velocity-weakening friction law is incorporated into a depth-averaged landslide model for explaining the higher mobility mechanism of landslides. In order to improve the precision of the calculation, a coupled numerical method based on the finite volume method is proposed to solve the model equations. Finally, several numerical tests are performed to verify the stability of the algorithm and reliability of the model. The comparison between numerical results and experimental data indicates that the presented model can predict the movement of landslide accurately. Considering the effect of velocity-weakening friction law, the presented model can better reflect the hypermobility of landslide than the conventional Mohr–Coulomb friction model. This work shows that the application of a universal velocity-weakening friction law is effective in describing the hypermobility of landslide and predicting the extent of landslides.     

中国水产品非关税贸易壁垒的实证研究——基于贸易引力模型

随着贸易自由化程度的提高以及"黄箱政策"的出台,关税壁垒在国际贸易竞争中的作用日益减弱,许多国家逐步设置以进口配额、许可证、检验检疫和技术标准等非关税壁垒为主的贸易保护措施,同时各国在政治、文化和风俗习惯等方面的差异也会对国际贸易产生一定的影响。文章以2000—2014年中国与美国、日本、韩国、加拿大和东盟的贸易面板数据为基础,在Tinbergen(1962)和Poyhonen(1963)所建立的传统贸易引力模型的基础上,对原有模型中的变量进行改进和拓展,创新提出使用军事冲突变量去量化非关税贸易壁垒对我国水产品贸易的影响,同时结合双因素方差分析方法探究贸易品种和国家区域的差异对于贸易总额的影响;结果显示,我国水产品贸易政策存在一定的调整空间,可根据不同国家背景和贸易种类在区域一体化政策、水产品生产、物流渠道建设和文化宣传方面进行政策和方法的改进。     

格尔木河流域河水钾硼锂元素分布特征及富集规律

在柴达木格尔木河流域,随着内陆流域水系的产生与地表径流的消亡,从山区至盐湖区钾(K)硼(B)锂(Li)等有益元素的分布可以划分为淋溶-径流区、径流-蒸发区与溶滤-蒸发浓缩富集区3个具有显著特点的水文化学分带。河水中,K、B、Li含量随矿化度升高而升高,且呈正相关关系。在盐湖区,K、B、Li等资源性元素明显富集。研究发现,格尔木河东部主流(秀水河)是格尔木河水中B和Li的主要贡献者。     

Dynamic process simulation with a Savage-Hutter type model for the intrusion of landslide into river

Natural damming of rivers by mass movements is a very common and potentially dangerous phenomena which has been documented all over the world. In this paper, a two-layer model of Savage-Hutter type is presented to simulate the dynamic procedure for the intrusion of landslide into rivers. The two-layer shallow water system is derived by depth averaging the incompressible Navier-Stokes equations with the hydrostatic assumption. A high order accuracy scheme based on the finite volume method is proposed to solve the presented model equations. Several numerical tests are performed to verify the realiability and feasibility of the proposed model. The numerical results indicate that the proposed method can be competent for simulating the dynamic process of landslide intrusion into the river. The interaction effect between both layers has a significant impact on the landslide movement, water fluctuation and wave propagation.     

The characteristics of rill development and their effects on runoff and sediment yield under different slope gradients

Rill formation is the predominant erosion process in slope land in the Loess Plateau, China. This study was conducted to investigate rill erosion characteristics and their effects on runoff and sediment yielding processes under different slope gradients at a rate of 10°, 15°, 20° and 25° with rainfall intensity of 1.5 mm min-1 in a laboratory setting. Results revealed that mean rill depth and rill density has a positive interrelation to the slope gradient. To the contrary, width-depth ratio and distance of the longest rill to the top of the slope negatively related to slope gradient. All these suggested that increasing slope steepness could enhance rill headward erosion, vertical erosion and the fragmentation of the slope surface. Furthermore,total erosion tended to approach a stable maximum value with increasing slope, which implied that there is probably a threshold slope gradient where soil erosion begins to weaken. At the same time, the correlation analysis showed that there was a close connection between slope gradient and the variousindices of soil erosion: the correlation coefficients of slope gradient with maximal rill depth, number of rills and the distance of the longest rill from the top of the slope were 0.98, 0.97 and-0.98, respectively,indicating that slope gradient is the major factor of affecting the development of rills. Furthermore,runoff was not sensitive to slope gradient and rill formation in this study. Sediment concentration,however, is positively related to slope gradient and rill formation, the sediment concentrations increased rapidly after rill initiation, especially. These results may be essential for soil loss prediction.