潜在泥石流的界定与判识——以金沙江流域溪洛渡库区为例

选择在建的溪洛渡库区作为研究区域,通过详细的野外考察,确定金沙江流域溪洛渡库区干流共有现代活动泥石流沟57条。利用Matlab构建SOM神经网络模型,依据这57条泥石流样本,选择流域面积、主沟长度、相对高差、沟床比降、平均坡度、相对切割程度、圆状率和侵蚀程度等8个指标,对干流46条沟谷进行预测。预测结果分为：①非泥石流沟有19条,分布在雷波-永善三角台地上;②低危险潜在泥石流沟有14条,分布在库区尾端;③高危险潜在泥石流沟有13条,分布于库区中间位置。预测结果可以为库区生态修复和工程治理提供依据。     

泥石流大块石冲击力的简化计算

泥石流对构筑物的冲击破坏,常常是由泥石流中的大块石冲击所致,因此大块石冲击力的计算在泥石流防治工程设计中就显得非常重要.但目前有关泥石流冲击力的计算方法都比较粗糙,计算结果偏大,计算过程繁琐,不便快速用于工程实践.为此,以弹塑性理论为基础,结合试验引入合理假设,提出了常见几类泥石流防治结构的冲击力计算方法,并给出了相应的计算公式.结果表明,泥石流防护结构的刚度对大块石的冲击力有重要影响,简支结构的吸能效果高于防撞墩.     

粘性泥石流扇状地发展过程实验研究

通过不同泥石流容重、不同堆积区坡度条件、不同水槽坡度条件的泥石流连续堆积实验共3组106次实验,定量地探讨了粘性泥石流扇状地发展过程的阶段性及其特征。以泥石流扇状地纵、横方向的平均堆积坡度为依据,将粘性泥石流扇状地的发展过程划分为三个发展阶段。第一阶段以扇状地在纵、横方向快速发展为特征。第二阶段扇状地纵向不再发展,以横向发展为主。第三阶段以扇状地纵向发展为主,横向发展缓慢。     

Persistent organic pollutants in plastic marine debris found on beaches in San Diego, California

Plastic debris were collected from eight beaches around San Diego County, California. Debris collected include: pre-production pellets and post-consumer plastics including fragments, polystyrene (PS) foam, and rubber. A total of n = 2453 pieces were collected ranging from <5 mm to 50 mm in size. The plastic pieces were separated by type, location, and appearance and analyzed for polycyclic aromatic hydrocarbons (PAHs), polychlorinated biphenyls (PCBs), dichlorodiphenyltrichloroethane (DDT) and its breakdown products, and chlordanes. PAH concentrations ranged from 30 ng g⁻¹ to 1900 ng g⁻¹, PCBs from non-detect to 47 ng g⁻¹, chlordanes from 1.8 ng g⁻¹ to 60 ng g⁻¹, and DDTs from non-detect to 76 ng g⁻¹. Consistently higher PAH concentrations found in PS foam samples (300-1900 ng g⁻¹) led us to examine unexposed PS foam packaging materials and PS virgin pellets. Unexposed PS foam contained higher concentrations of PAHs (240-1700 ng g⁻¹) than PS virgin pellets (12-15 ng g⁻¹), suggesting that PAHs may be produced during manufacturing. Temporal trends of debris were investigated at one site, Ocean Beach, where storm events and beach maintenance were found to be important variables influencing debris present at a given time.     

汶川地震后四川省安县黄洞子沟泥石流特征

2008年5月12日汶川地震诱发了黄洞子沟流域规模巨大的大光包滑坡,部分滑体前冲堆积于沟道内,直接为后期泥石流的形成提供了丰富的松散固体物质,改变了黄洞子沟泥石流形成条件,使黄洞子沟从一条非泥石流沟演变成了一条高频泥石流沟。震后黄洞子沟几乎每年雨季都会暴发不同规模的泥石流,其中以2013年"7·09"泥石流灾害规模和危害最大。本文着重分析了黄洞子沟泥石流形成特征,并从地形、降水和地质三个方面将黄洞子沟和文家沟进行对比,得出了物源堆积体颗粒粒径与泥石流形成的关系。     

Estimation Of Selenium Concentration In Shallow Groundwater In Alluvial Fan Area In Tsukui, Central Japan

Total selenium (Se) and water-soluble Se in soil, and Se in a shallow groundwater were hydrogeochemically researched in an alluvial fan area in Tsukui, Central Japan. The water-soluble Se was estimated at average level of 2.6 ± 1.2μg Se kg⁻¹ dry soil (± SD, n = 25), showing less than 1% of the total Se (349–508μg Se kg⁻¹ dry soil) in soil. The monthly Se concentration in groundwater was average 2.2μg,L⁻¹, ranging 1.6–2.4μg,L⁻¹ during 2001–2003. The Se in groundwater significantly decreased with increasing groundwater level after rainfall. This result indicated that Se-bearing water percolated with relatively low Se concentration through the soil layer. According to our prediction model of linear regression curve on the observation data, Se concentration in the groundwater was estimated to be increasing with the very low rate of 4.35 × 10⁻³μg Se L⁻¹,yr⁻¹. The hydrogeochemical research and the result of the prediction model showed that any explosive increase of Se will hardly occur in this groundwater without an anthropogenic Se contamination.     

Effective rates of heavy metal release from alkaline wastes--quantified by column outflow experiments and inverse simulations

Column outflow experiments operated at steady state flow conditions do not allow the identification of rate limited release processes. This requires an alternative experimental methodology. In this study, the aim was to apply such a methodology in order to identify and quantify effective release rates of heavy metals from granular wastes. Column experiments were conducted with demolition waste and municipal waste incineration (MSWI) bottom ash using different flow velocities and multiple flow interruptions. The effluent was analyzed for heavy metals, DOC, electrical conductivity and pH. The breakthrough-curves were inversely modeled with a numerical code based on the advection–dispersion equation with first order mass-transfer and nonlinear interaction terms. Chromium, Copper, Nickel and Arsenic are usually released under non-equilibrium conditions. DOC might play a role as carrier for those trace metals. By inverse simulations, generally good model fits are derived. Although some parameters are correlated and some model deficiencies can be revealed, we are able to deduce physically reasonable release-mass-transfer time scales. Applying forward simulations, the parameter space with equifinal parameter sets was delineated. The results demonstrate that the presented experimental design is capable of identifying and quantifying non-equilibrium conditions. They show also that the possibility of rate limited release must not be neglected in release and transport studies involving inorganic contaminants.     

阵性泥石流运动与堆积的欧拉-拉格朗日模型——Ⅰ.理论

自然界中的混石流具有突发性和非恒定性的特点。为了模拟典型泥石流现象,在流团模型的基础上,进一步完善了基于欧拉－拉格朗日（Ｅ－Ｌ）观点的ＰＩＣ（Ｐａｒｃｅｌ Ｉｎ Ｃｅｌｌ）算法,细化了流元结构,建立了能够模拟典型阵性泥石流发生、运动和堆积的准结构两相流模型,求解该模型不仅可以模拟泥石流运动过程,而且可以对泥石流的堆积过程、停积形态、冲刷特征及泥石流中多组分颗粒的分选特征进行定量描述。     

中国泥石流监测预报研究现状与展望

论述了中国泥石流监测预报研究已取得的成就,分析了目前泥石流监测预报中存在的问题,提出了泥石流灾害监测预报系统的结构模型。     

金沙江下游地区输沙与泥石流的相关性分析

在分析了金沙江下游地区泥沙资料的基础上,指出金沙江下游泥沙的地区分布、沿程分 布、年内变化和年际变化均受泥石流活动的时空控制,并提出了输沙模数的计算公式和不同地 区的计算参数．