贵州三都早奥陶世同高组下燕高页岩段的生物标志化合物

本文着重报道了贵州三都早奥陶世同高组下燕高页岩段生物标志化合物特征，首次在采自该层位的样品中检出丰富的正烷烃、链状类异戊二烯烷烃、萜类化合物及甾类化合物。测试结果显示:正烷烃图谱呈双驼峰形，碳数分布为ｎＣ_１５～ｎＣ_３５，以ｎＣ_１８为主峰碳，ｎＣ_２９为次主峰碳，Ｃ－_２１/Ｃ＋_２２为０.７７～１.０２，ＯＥＰ为０.９４～１.０４；植烷占优势，Ｐｒ/Ｐｈ为０.４０～０.４６；藿烷碳数为Ｃ_２７～Ｃ_３５，以Ｃ_３０占优势，Ｃ_２７＋Ｃ_２９＜Ｃ＋_３１；仅见碳数分布为Ｃ_２０～Ｃ_２９的长链三环二萜烷，以Ｃ_２８为主峰碳；甾烷丰度顺序为Ｃ_２９甾烷＞Ｃ_２７甾烷＞Ｃ_２８甾烷，同时检出了孕甾烷和４－甲基甾烷。生物标志化合物显示出还原环境特点，且可能主要来自藻类。     

甘肃永靖黑方台4·29罗家坡黄土滑坡的特征

2015年4月29日上午,甘肃省永靖县盐锅峡镇黑方台滑坡高频发区的党川村罗家坡同一斜坡处连续发生了2次大规模黄土滑坡,总体积约65×10~4m~3,最大滑距630 m,摧毁14户居民房屋和3家工厂.通过现场详细调查、取样试验、1∶500地形测量、滑坡影像、视频等资料分析,对灌溉引发的罗家坡黄土滑坡的特征、滑动过程、形成机理进行了探讨.结果表明:第1次滑坡经过近2 a变形过程,整体突然失稳,高速远程滑动;第2次滑坡变形时间仅3 h,分块逐步滑动,滑动历时长而过程复杂,总体为低速远程滑动.高陡的地形和强度低、水敏感性强的土体是滑坡发生的基础,黄土台塬区长期农业灌溉是引发因素,大量水体入渗形成了20余米厚的饱和软弱基座,使抗剪强度降低,导致斜坡失稳滑动.黄土滑坡高速远程滑动的主要原因是滑坡剪出口位置高,滑动势能大,释放条件好,剪出口下部陡坡段为主要加速段;前方有开阔的滑动空间且有一定坡度、平缓的滑道;滑体底部饱和软弱黏性土在滑道上持续产生超孔隙水压力、液化等低摩阻效应,是远程滑动的润滑剂.同时,两次滑体间还存在冲击加速和能量传递作用.     

Predicting landslide sliding distance based on energy dissipation and mass point kinematics

Natural Hazards - Based on classical mechanics and the law of energy conservation, we present a model for predicting landslide sliding distance. We conceptualize landslide movement as the movement...     

基于SRTM DEM的地形起伏度对天水市黄土滑坡的影响分析

以天水市辖区30 m分辨率的SRTM DEM数据为基础,首先利用GIS空间分析模块中邻域统计分析法,依次选取2×2、3×3、4×4、…、28×28、29×29、30×30共29个矩形邻域分析窗口,运用均值变点分析法进行最佳计算单元的计算分析。结果表明：12×12的网格大小（12.96×10⁴ m²）为曲线突变的拐点,作为曲线由陡变缓的阈值,确定12×12的网格大小（12.96×10⁴ m²）为研究区地形起伏度计算的最佳单元,生成研究区地形起伏度分级图。进而采用确定性系数法（CF）、证据权法、信息量法和条件概率法对研究区发育的黄土滑坡灾害与地形起伏度之间的相关关系进行了定量分析。研究结果表明,区内地形起伏度影响因子层中地形起伏度60~120 m的分级因子层为黄土滑坡灾害的易发因子层,而其中60~90 m区间的值最大,为黄土滑坡灾害的优势因子区间,对滑坡的响应最敏感。     

Modelling potential impacts of coalbed methane development on stream water quality in an American watershed

Coalbed methane (CBM) development raises serious environmental concerns and concerted efforts have been made to collect chemistry, salinity, and sodicity data on CBM produced water. A model is sorely needed to make use of this data to quantify potential changes in stream water quality resulting from directly and/or indirectly receiving CBM produced water, on which little information is available in the literature. However, the application of existing hydrodynamic and water quality models such as CE‐QUAL‐W2 is not straightforward because the number of outfalls is usually large and the channels poorly defined for intermittent streams in semiarid areas such as the Powder River watershed, located in the states of Wyoming and Montana. Hence, the objectives of this study were to: (1) develop a CBM produced water routing (CBMPRO) model, and (2) apply the new CBMPRO model, along with a CE‐QUAL‐W2 model, to examine potential changes in stream water quality due to CBM development in the Powder River watershed. The CBMPRO model was developed and used to chart the CBM discharge and the transport of its associated constituents (e.g. total dissolved solids and alkalinity) from an outfall to its inclusive subwatershed outlet. In turn, the outputs from the CBMPRO model were applied as inputs into the CE‐QUAL‐W2 model to predict changes in the water quantity and quality along the Powder River mainstem. The results indicate that discharges from CBM developments adversely affect the stream water quality. Compared with the baseline conditions, the developments would increase the stream flows as well as make the stream water warmer and more saline. In addition, the impacts were predicted to undergo seasonal and spatial variations and to become smaller with time, as expected. Copyright © 2007 John Wiley & Sons, Ltd.     

黄土-泥岩接触面滑坡的特征与成因

黄土-泥岩接触面滑坡是黄土沿下伏泥岩等接触面滑动的黄土滑坡, 是黄土高原广泛分布的主要黄土滑坡类型之一. 黄土-泥岩接触面滑坡发育的黄土斜坡一般为坡度10°～20°的地势低洼部位. 上部黄土、下部泥质岩的“双层异质”斜坡结构, 倾向坡外的接触面构成的软弱结构面, 是黄土-泥岩接触面滑坡发育的地质基础. 地下水作用是黄土-泥岩接触面滑坡的重要引发因素. 斜坡上部黄土的渗透性较好, 且垂直节理和落水洞发育, 有利于降水入渗, 而下部泥质岩的渗透性差, 地下水易在接触面及其低洼部位汇集, 使黄土底部接触面一带岩土长期处于过湿软塑-饱和状态, 成为滑坡发育的软弱结构面. 黄土-泥岩接触面滑坡具有滑动速度低、滑动距离短, 滑体稳定性差、易复活滑动等活动特征. 受斜坡地质结构和水文地质条件的控制, 黄土-泥岩接触面滑坡变形破坏的地质力学模式为滑移-拉裂型或塑流-拉裂型.     

青海东昆仑那更康切尔银矿地质特征及找矿远景浅析

青海省那更康切尔银矿是近年来在青海东昆仑成矿带首次发现的独立中低温构造热液型银矿床,运用地、物、化综合手段评价,发现了3条银矿化带、7条银矿体。通过对那更康切尔银矿地质特征、控矿因素及找矿标志进行综合分析和研究,认为该矿床具大型银矿的成矿潜力,以指导区内该类矿床找矿方向。     

Development of a robust runoff-prediction model by fusing the Rational Equation and a modified SCS-CN method

Abstract

The objective of this study is to develop a Modified Rational Equation (MoRE) that combines the advantages of the Rational Equation (e.g. simplicity and global acceptance) and those of the standard US Department of Agriculture (USDA) Soil Conservation Service (SCS) curve number (CN) method (e.g. easy parameterization and extensive verification across the world). Herein, the hypothesis is that the MoRE is more accurate, consistent and robust than the SCS-CN method and its improved versions in predicting runoff in watersheds with limited data. The MoRE was designed to have a simple structure that is described by four intrinsic parameters: CN, permanent wilting point, field capacity and saturation soil moisture, and does not include initial abstraction as a variable. An evaluation of 77 USDA small agricultural watersheds indicated that CN of the MoRE has different physical meanings from CN of the SCS-CN method. The MoRE (mean Nash-Sutcliffe coefficient, E > 0.73) performed better than the SCS-CN (mean E < 0.32) and the four improved models (mean E < 0.56) in reproducing the runoff of the study watersheds. Performance of all six models varied greatly between watersheds, as well as between events, but was independent of watershed drainage area. However, the model performances tend to be better for watersheds and/or events with a runoff-to-rainfall ratio of between 0.1 and 0.3 than for those with a ratio outside this range. The MoRE has the most consistent and robust performance.

Editor D. Koutsoyiannis; Associate editor I. Nalbantis

Citation Wang, X., Liu, T., and Yang, W., 2012. Development of a robust runoff-prediction model by fusing the rational equation and a modified SCS-CN method. Hydrological Sciences Journal, 57 (6), 1118–1140.