地貌特征对约旦南部阿尔阿加河(WadiAl-Arja)流域产沙影响分析(英文)

This study addresses the morphometric variables that determine the sediment yield in Wadi Al-Arja through the analysis of the impact of different morphometric characteristics along the course of the valley on its sediment yield, as well as the analysis of spatial and formal dimensions and morphologies of the basin and its relationship to the sediment yield. The study also addresses the size of variation in the volume of sediment yield of the river tributaries that make up the water network of the valley under the differences of its morphometric and hydrological characteristics. The study found several results, most notably: The classification of Wadi Al-Arja basin according to the hypsometric integral value(72.1%) within an uneven topography, which increases the force of the erosive activity and the size of the sediment yield if the basin was exposed to moist climatic periods. The study also showed the presence of convergence in the intra-spaces between the river tributaries in the water network. This increases the volume of water flows when these tributaries meet with each other and thus increasing their erosive ability and sediment yield. The study also showed the presence of marked variation in the sediment yield of the river tributaries depending on the differences in its morphometric characteristics. The results of the step-wise regression analysis confirmed the importance of the morphometric and hydrological variables, and plant coverage in interpreting the variation in the size of the sediment yield of the river tributaries of different stream order in Wadi Al-Arja basin, where these variables interpreted 43% of the total variation, with statistical significance less than 0.05.     

福建安溪潘田矿区矿坑涌水量预测方法评述

安溪潘田大理岩、铁矿区属岩溶承压水类型,矿坑涌水量预测通过放水试验及持续排水疏千方法,采用泰斯恢复法和比拟法进行论证。     

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3.89×10^8t/a,2.24×10^8t/a,6.63×10^8t/a,6.78×10^8t/a和8.47×10^8t/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6.2×10^8t/a,6.8×10^8t/a,8.3×10^8t/a,11.5×10^8t/a和15.3×10^8t/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。     

Numerical Modeling of Sediment Mass Sliding and Tsunami Generation: The Case of February 7, 1963, in Corinth Gulf,Greece

Numerical modeling of a landslide process at the continental slope by taking into account slope parameters is performed for the tsunami event of February 7, 1963, reported in the Corinth Gulf, central Greece. A layered sediment structure was considered, and an initial external dynamic action at the landslide process was introduced. The results obtained were quite consistent with the observational runup data as well as with the results arrived at by conventional rigid-body and viscous-fluid models. However, this approach permits to describe in detail the formation of several wave groups and particular tsunami characteristics that are strongly dependent on the landslide model.     

灾害学定义之下的土壤盐碱化风险评价

为改善灌区中低产地的产量、提高其田间管理及粮食综合生产能力、防止土壤盐碱化灾害的扩展,在土壤盐碱化灾害学研究的基础上,建立了土壤盐碱化灾害风险评价指标体系。选用基于熵权的灰色关联评价方法来构建土壤盐碱化灾害风险评价模型,根据标准自然灾害风险原理,建立土壤盐碱化灾害风险指数计算模型。在松原灌区土壤盐碱化灾害风险评价中的应用表明,灌区各灌片盐碱灾害风险值为0.10～0.36,属于中度风险和重度风险区,风险值由小到大排序为：前郭片、安字片、有字片、龙海片、水字片、大布苏片、潜字片、套浩太片、戎字片、红星片、洪字片。该模型与灌区实情符合较好,客观性较强,表明所建模型可用于土壤盐碱化灾害风险评价。     

基于EMD的云南东川蒋家沟泥石流年输沙量多时间尺度分析

基于经验模态分解(EMD)方法,对云南东川蒋家沟泥石流1965年至2004年40年的年输沙量时间序列进行多时间尺度分析,该时间序列分解成3个本征模函数(IMF)分量和趋势项(Res)分量。分析表明：蒋家沟泥石流的年输沙量存在多尺度的周期性波动,分别是2~4 a、6~10 a和17~21 a的准周期。通过对各IMF分量和Res趋势项分析发现,自1985年之后,波动的振幅开始变大,表明蒋家沟泥石流的年输沙量变化很大。降雨对蒋家沟泥石流的年输沙量及周期性波动有一定程度的影响。人类活动改变环境的同时,也为蒋家沟泥石流提供固体物质来源,这使得蒋家沟泥石流的年输沙量周期性波动变得更加复杂。     

A new approach for linking event‐based upland sediment sources to downstream suspended sediment transport

In this study, we proposed a new approach for linking event sediment sources to downstream sediment transport in a watershed in central New York. This approach is based on a new concept of spatial scale, sub‐watershed area (SWA), defined as a sub‐watershed within which all eroded soils are transported out without deposition during a hydrological event. Using (rainfall) event data collected between July and November, 2007 from several SWAs of the studied watershed, we developed an empirical equation that has one independent variable, mean SWA slope. This equation was then used to determine event‐averaged unit soil erosion rate, Q_S/A, (in kg/km²/hr) for all SWAs in the studied watershed and calculate event‐averaged gross erosion E_ea (in kg/hr). The event gross erosion E_t (in kilograms) was subsequently computed as the product of E_ea and the mean event duration, T (in hours) determined using event hydrographs at the outlet of the studied watershed. Next, we developed two linear sediment rating curves (SRCs) for small and big events based on the event data obtained at the watershed outlet. These SRCs, together with T, allowed us to determine event sediment yield SY_e (in kilograms) for all events during the study period. By comparing E_t with SY_e, developing empirical equations (i) between E_t and SY_e and (ii) for event sediment delivery ratio, respectively, we revealed the event dynamic processes connecting sediment sources and downstream sediment transport. During small events, sediment transport in streams was at capacity and dominated by the deposition process, whereas during big events, it was below capacity and controlled by the erosion process. The key of applying this approach to other watersheds is establishing their empirical equations for Q_S/A and appropriately determining their numbers of SWAs. Copyright © 2011 John Wiley & Sons, Ltd.     

钢结构高温响应影响因素的研究

根据考虑几何和材料非线性及温度沿杆件截面高度线性分布等因素对钢结构常温和高温响应影响的基本方程,用自行编制的计算程序对单层双跨钢框架进行结构非线性温度响应研究,分析了弯曲应变、屈强比、梁柱刚度比、初始弹性模量等因素对结构响应的影响,并研究了温度步长、保护层厚度对结构耐火时间的影响。由计算结果发现,弯曲应变、初始弹性模量、梁柱线刚度比对梁跨中挠度及边柱柱顶水平位移影响较大,而对柱顶竖向位移影响不明显;当结构有防火保护层时,时间步长对结构耐火时间的影响不大,而保护层厚度对结构耐火时间的影响较明显。     

两种不同的恒载升温方式下的钢材破坏机理分析

通过对我国建筑结构用钢在拉伸和压缩两种方式下的恒载升温试验,进行了5次受拉试件和2次受压试件的对比研究,根据试验中材料的各自变形规律,对其破坏机理进行了理论分析;从材料屈服的定义出发,给出了恒载升温拉伸试验中的参数(对应温度下的临界荷载水平),并与恒载升温压缩试验中的参数项进行了对比,指出受压构件和受拉构件的高温屈服强度是不同的,因此在钢结构建筑的耐火设计中应分别取不同的安全系数。     

大亚湾浮游植物光合作用特征

利用Phyto-PAM测量大亚湾浮游植物的光合作用能力、非化学淬灭并建立快速光曲线,同时研究浮游植物群落结构、组成、丰度和相应的环境因素,分析光合作用特征与浮游植物生长和分布的耦合关系。本次调查期间大亚湾浮游植物以集群化硅藻为优势物种,各站位最大光量子收益达到0.72。大亚湾浮游植物适应高光强,当光照达到1000μE/(m2.s)时电子传递速率逐渐达到饱和;光照达到1500μE/(m2.s)浮游植物依然可进行光合作用,叶黄素循环保护光合器官使其免受高光强损伤;当光照达到1700μE/(m2.s)时,光合器官可能受到损伤,此时电子传递速率下降,实际光量子收益接近于0。集群化硅藻能够耐受较广的光照范围及其活跃的光合特征有利于它们在全球海区的广泛分布。