土壤侵蚀危险度的计算与影响因子分析——以福建安溪红壤水土流失区为例

随着国家对生态环境的重视和水土保持科学的发展,有关土壤侵蚀危险性评价的研究越来越重要。本文对土壤侵蚀危险度评价的一般方法进行了改进。首先,分析了安溪县各强度等级的土壤侵蚀在高程、坡度、土地利用类型和土壤类型的面积分布情况,计算了不同高程带、不同坡度、不同土地利用类型和土壤类型的土壤侵蚀综合指数然后,以各影响因子的土壤侵蚀综合指数为权重,计算了不同侵蚀影响因子在安溪县各子流域的土壤侵蚀危险度,既避免了权重确定的主观性,又保证了土壤侵蚀危险度的计算适合当地的实际情况,从而明确了各子流域土壤侵蚀发生的可能程度最后,依据土壤侵蚀危险度和土壤侵蚀强度的分布规律,对整个研究区进行了水土保持分区,提出了治理方向。     

崎岖列岛海区的水文泥沙及其峡道效应

崎岖列岛位于杭州湾口北部海域,恰处长江口外海滨段南缘,是最靠近上海的岸外岛屿群(图1).对于近岸海区的水动力和泥沙条件的研究是港口航道工程建设和近岸海洋资源开发的一个重要方面.崎岖列岛海区的水文泥沙特征,是在该地区建设紧邻上海的岸外大型深水港及其航道迫切需要深入了解的重要问题之一.峡道通常是指其两侧为陆地或岛屿,两端与较宽阔海域沟通的狭长的海峡通道.峡道在水动力、泥沙、沉积和地形等多方面所产生的综合效应,即峡道效应.由南、北两列岛屿群构成的崎岖列岛其间水域形成了一定的峡道特征,这对峡道及其周围海区的水文泥沙必然产生一定的影响.     

近2600年来黄河下游沉积量和上中游产沙量变化过程

主要基于华北平原上93个钻孔中沉积物详细观测和分析数据,结合182组14C测年和埋深数据、参考前人黄河下游河道历史变迁及其他相关研究成果,估算出2600年以来黄河下游在602BC～11A.D.,11～1034A.D.,1034～1128A.D.,1128～1855A.D.和1855～1997A.D.等5个历史时期的年平均沉积量分别是3.89×108t/a,2.24×108t/a,6.63×108t/a,6.78×108t/a和8.47×108t/a。通过建立黄河下游有无堤防和决溢频率与泥沙输移比的关系,计算出5个时期黄河上中游的平均年输沙量分别是6.2×108t/a,6.8×108t/a,8.3×108t/a,11.5×108t/a和15.3×108t/a。进而探讨了黄河输沙量变化的主要原因,以及历史上王景治河后出现的600年安流时期的原因。     

甘肃河东一次区域性暴雨天气过程分析

2008年7月20～22日甘肃河东出现了一次区域性暴雨天气,对这次过程的环流形势演变、主要影响系统和物理量场特征进行分析.结果表明:在有利的环流形势下,高原低涡东移发展是造成此次强降水的主要系统;低空急流为此次暴雨提供了充足的水汽;低层辐合、高层辐散的流场形势引起强烈上升运动,为暴雨的发生和维持提供了很好的动力条件,保证了降水云系的发展和维持;比湿和假相当位温分布对暴雨落区预报有一定的指示意义.     

Pore‐scale modeling of surface erosion in a particle bed

A fully coupled transient two‐dimensional model was employed to study fundamentals of flood‐induced surface erosion in a particle bed. The interaction of the liquid and solid phases is the key mechanism related to surface erosion. The solid phase was idealized at a particle scale by using the discrete element method. The fluid phase was modeled at a mesoscale level and solved using the lattice Boltzmann method. The fluid forces applied on the particles were calculated on the basis of the momentum the fluid exchanges with the particle. The proposed approach was used to model both single particles and particle beds subjected to Couette flow conditions. The behavior of both the single particle and the particle bed depended on particle diameter and surface shear fluid velocity. The conducted simulations show that the fluid flow profile penetrates the bed for a small distance. This penetration initiates sheet‐flow and surface erosion as the fluid interacts with particles. The effect of suppressing particle rotation on the fluid‐induced forces on the particle was also examined. Suppressing particle spinning may lead to underestimated erosion rate. Results of fluid and particle velocities were compared against experimental results and appeared to agree with the observed trends.Copyright © 2013 John Wiley & Sons, Ltd.     

Understanding historical coastal spit evolution: A case study from Spurn,East Yorkshire,UK

Globally sandy coastlines are threatened by erosion driven by climatic changes and increased storminess. Understanding how they have responded to past storms is key to help manage future coastal changes. Coastal spits around the world are particularly dynamic and therefore potentially vulnerable coastal features. Therefore, how they have evolved over the last few centuries is of great importance. To illustrate this, this study focuses on the historical evolution of a spit at Spurn on the east coast of the UK, which currently provides critical protection to settlements within the Humber estuary. Through the combination of digitized historical mapping and luminescence dating, this study shows that Spurn has been a consistent coastal feature over at least the past 440 years. No significant westward migration was observed for the last 200 years. Results show a long-term extension of the spit and a decrease in its overall area, particularly in the last 50 years. Breaches of the neck cause temporary sediment pathway changes enabling westward extension of the head. Use of digitized historical maps in GIS combined with OSL dating has allowed a more complete understanding of long-term spit evolution and sediment transport modes at Spurn. In doing so it helps inform future possible changes linked to pressures, such as increases in storm events and sea-level rise. © 2020 The Authors. Earth Surface Processes and Landforms published by John Wiley & Sons Ltd     

GEOCHRONOMETRY & ISOTOPE GEOLOGY

正20142333Liao Jin(State Key Laboratory of Biogeology and Environmental Geology,China University of Geosciences,Wuhan 430074,China);Hu Chaoyong Thermoluminescence Based Thermometer from Stalagmites(Quaternary Sciences,ISSN1001-7410,CN11-2708/P,33(6),2013,p.1122-1129,6illus.,1table,48refs.)     

Three-dimensional hydromechanical modeling of internal erosion in dike-on-foundation

Currently, numerical studies at the real scale of an entire engineering structure considering internal erosion are still rare. This paper presents a three-dimensional (3D) numerical simulation of the effects of internal erosion within a linear dike located on a foundation. A two-dimensional (2D) finite element code has been extended to 3D in order to analyze the impact of internal erosion under more realistic hydromechanical conditions. The saturated soil has been considered as a mixture of four interacting constituents: soil skeleton, erodible fines, fluidized fine particles, and fluid. The detachment and transport of the fine particles have been modeled with a mass exchange model between the solid and the fluid phases. An elastoplastic constitutive model for sand-silt mixtures has been developed to monitor the effect of the evolution of both the porosity and the fines content induced by internal erosion upon the behavior of the soil skeleton. An unsaturated flow condition has been implemented into this coupled hydromechanical model to describe more accurately the seepage within the dike and the foundation. A stabilized finite element method was used to eliminate spurious numerical oscillations in solving the convection-dominated transport of fluidized particles. This numerical tool was then applied to a specific dike-on-foundation case subjected to internal erosion induced by a leakage located at the bottom of the foundation. Different failure modes were observed and analyzed for different boundary conditions, including the significant influence of the leakage cavity size and the elevation of the water level at the upstream and downstream sides of the dike.     

类星体3C286的核位置──模型剖析

本文绘出类星体3C286在波长18cm的MERLIN图象和VLBI图象；对该源的射电结构提出了解释模型，也提供了进一步研究的方案．