5.12汶川地震对黄龙世界遗产地源泉水文地球化学的影响——高分辨率和高精度的水文地球化学监测证据

2008年5月12日的汶川特大地震不仅造成了惨重的人员伤亡和巨大的经济损失,而且对当地生态环境产生了严重的影响。本文根据黄龙钙华景观退化的人为和自然影响机理研究获得的部分高分辨率和高精度水文地球化学监测数据分析发现,大地震通过诱导控制黄龙源泉的深源断裂活动对源泉的水文地球化学产生了显著影响,主要表现为地震后泉流量、水温、电导率和CO2分压升高,反映出地震增加了地下向地表的水、热、钙离子和CO2通量。然而,地震对从泉水中沉积的钙华景观的后续影响以及汶川地震造成深源CO2向大气CO2释放对全球碳循环的影响,有待进一步的监测评估。      

反应位移法抗震设计中地基弹簧系数取值的探讨

随着城市轨道交通工程抗震性能越来越受到关注,反应位移法作为一种简捷的抗震设计方法被大量应用于地下结构抗震设计中。地基弹簧系数的确定方法是反应位移法抗震设计中最为重要的因素之一,本文选取试验法、李英民法、MIDAS法和有限元法,结合北京典型地层,对比分析这四种方法地基弹簧系数取值对地下结构的弯矩、轴力和剪力的影响规律。结果表明:(1)在反应位移法计算中,地基弹簧系数取值对结构内力响应具有重要影响,对结构轴力和剪力的影响较大,而对于弯矩的影响相对较小;(2)地基弹簧系数获取方法优选试验法,在无地勘资料情况下,经验公式和有限元法可作为备选方法;(3)综合考虑四种不同地基弹簧系数确定方法对结构内力影响程度,为保证结构设计的安全性,可对试验法下结构内力进行系数修正,修正系数建议值为1.10。     

Experimental assessment of dynamic lateral resistance of railway concrete sleeper

The single tie (sleeper) push test (STPT) is a common method to evaluate the lateral resistance of a railway track sleeper. This methodology evaluates the lateral resistance phenomenon in a static manner despite the fact that the majority of the exerted loads on a railway track have a dynamic nature. For this reason, a mass–spring–damper numerical model was created to investigate the dynamic lateral interaction between an isolated sleeper and ballast layer in the presence of various lateral impact loads. On the basis of the model outputs, a pendulum loading test device (PLTD) was designed and developed in the laboratory. In this regard, a cylindrical hammer with modifiable mass and triggering angle was installed on a steel frame for imposing lateral impact load on an instrumented concrete sleeper. The graphs of the sleeper–ballast interaction force versus the sleeper lateral displacement were extracted for different masses and triggering angles of the hammer. Considering a same condition for sleeper, the maximum value of this interaction force was called the dynamic lateral resistance (DLR) and static lateral resistance (SLR) respect to the dynamic and static states of lateral loading. Comparing the values of the sleeper DLRs and SLR indicated that unlike the constant SLR of 6.5 kN, the DLR was in the range 2–10.2 kN in the impact load domain of 3–40 kN. However, as a key finding, the average slopes of the DLR and SLR graphs were equivalent in the dynamic and static tests.     

Method for calibrating a theoretical model in karst springs: an example for a hydropower station in South China

A theoretical, dimensionless rainfall–runoff model was used to simulate the discharge of Wulongdong spring in western Hubei province, South China. The single parameter (time constant τ) in the model is easy to obtain by fitting the recession rate of the observed hydrographs. The model was scaled by simply matching the total annual flow volume of the model to the observed value. Annual distribution of actual evapotranspiration was embedded in the model input to calculate the accumulated deficit of soil moisture before each rain event. Hourly precipitation input data performed better than daily data, defining τ of 0.85 days and returning a Nash–Sutcliffe efficiency of 0.89 and the root mean square error of 0.07. This model offers an effective way to simulate the discharge of karst springs that respond sensitively to rainfall events. The model parameters of a successful simulation can be used to estimate the recharge area and indicate the intrinsic response time of the basin. Copyright © 2016 John Wiley & Sons, Ltd.     

河套盆地周缘泉水化学组分对2015年4月15日阿左旗MS5.8地震的响应*

根据河套盆地周缘断裂带泉水的氢、氧同位素组成和水化学组分,讨论了该区地下水的化学类型、成因及其与地震活动的关系。于2014年9月下旬和2015年4月15日M_S5.8阿左旗地震震后在河套盆地周缘的乌拉山断裂带、色尔腾断裂带、狼山断裂带以及桌子山断裂带采集了17个泉水和井水样品,测得水样的TDS分布在143.8~42 553.0mg/L范围内,δD和δ¹⁸O值分别在-83.6‰~66.56‰和-11.16‰~8.2‰的范围内,来源为大气降水。根据舒卡列夫分类法,震前水样可划分为13种水化学类型,震后西山咀、圐圙朴隆等5个点采样点泉水的水化学类型发生变化。其中,乌拉山断裂带的水样以HCO₃-Ca型低矿化度地表水为主;色尔腾断裂带、狼山断裂带泉水受白垩系含水层影响,矿化度较高,富含HCO^-₃及SO^2-₄;桌子山一带受煤矿开采影响,水样以富SO^2-₄和Cl^-的高矿化度水为特征。地震前后TDS、阴、阳离子以及γNa/γCl、γ(SO₄+Cl)/γHCO₃、γHCO₃/γCl等毫克当量比值能够较好地反映地震。2015年4月15日阿左旗M_S5.8地震后,呼鲁斯太、迪延阿贵庙及八一井的水化学组成变化较大,对地震响应较为敏感。呼鲁斯太地区泉水的TDS稍有降低,但HCO^-₃在阴离子中所占比例有所增加,表明震后该地区含水层的泉水与较低矿化度的含碳酸盐岩含水层水发生了混合;八一井的TDS值有所增加,γNa/γCl比值有所降低,表明深部高矿化度水的混入;迪延阿贵庙水样的TDS稍有下降,但NaCl的相对含量较震前有所升高,表明有低矿化度NaCl水的混入。本工作不仅确定了该区水文地球化学背景,而且对地震监测和预测具有一定参考价值。     

福州温泉区地面沉降特点及影响因素分析

在掌握福州市地面沉降状况及其分布规律的基础上,分析得出引起地面沉降的主要原因是过量开采地下温泉;影响某点地面沉降年变化情况的主要因素有城市降雨量、温泉开采量等。     

西藏谷露热泉型铯矿床地质地球化学特征与成矿作用

谷露热泉型铯矿床位于西藏那曲县谷露地区,达中型规模。在前期野外地质特征与年代学研究的基础上,对其地质、地球化学特征及成矿作用进行了系统的研究。矿石的构造类型有粗大孔隙状构造,角砾状构造,碎裂叶片状构造,细小孔隙状构造,致密块状构造与鲕状构造。结构类型有粒状结构、胶状结构、生物结构、溶蚀结构、长方体状结构、被膜状结构、球状结构、管状结构等。生物结构在硅华形成的各阶段均普遍存在。硅华的主要矿物为蛋白石,但不同的形成阶段蛋白石的种类不同,第2、第3阶段均为CT蛋白石与石英,而在第4与第5阶段仅出现A-蛋白石, 没有CT蛋白石。蛋白石矿物中的SiO2最高达97.48%,∑（CaO+Na2O + MgO）最高达到3.2%,Cs2O最高可达3.57%。随着由早到晚的变化,SiO2呈现出明显的降低趋势,铯含量则呈升高的趋势。其中第2~4阶段的铯平均含量已经低于铯的工业标准（500×10-6） 。谷露硅华不同阶段的样品在Fe-Mn-Al图解中的位置不同,39件样品中有30件位于生物沉积物区,有9件位于热水沉积物区,硅华的稀土元素含量均比北美页岩的低,Cr、Zr的含量与Th、U的含量均相对一般的热水沉积物低。由早期到晚期,δ30Si呈由高到低、δ18OSMOW由低到高的变化趋势。谷露硅华δ13CPDB与87Sr/86Sr均体现出生物作用的特点,是在深源（至少是下地壳）地质作用下以生物作用为主、热水作用为辅形成的。     

重庆喀斯特山地典型表层岩溶泉水化学分析

表层岩溶泉是储存于表层岩溶带的地下水,为近地面的表层地下水系统,它的普遍分布是西南岩溶峰丛区居民聚集和繁衍的重要条件。本文选取重庆市南川区典型的岩溶峰丛区6个较有代表性的表层岩溶常流泉点,分析表层岩溶泉水化学特征。研究发现：①6个泉点泉水化学类型以HCO3.SO4-Ca型为主,其次为HCO3.SO4-Ca.Mg型,个别为HCO3-Ca型;②常规水化学指标中,受人类活动的影响,各泉点泉水HCO3-含量较高,SO42-和NO3-含量偏高。③各泉点微量金属元素除As和Ba未达地下水质量标准GB/T 14848-1993Ⅰ类水体标准,其余测试指标均符合Ⅰ类水体标准。     

基于Matlab的断裂带温泉水地球化学特征及地震活动性研究

基于Matlab开发出地下流体分析软件,对比分析了甘肃西秦岭北缘的武山、街子和清水温泉水化学组分特征;初步分析了温泉水水质类型、补给来源、水-岩平衡状态以及循环深度,并讨论了温泉水深循环对地震活动性的影响.研究表明温泉水均为大气降水成因,其水化特征受围岩的控制作用;清水温泉水的成熟度没有武山和街子温泉水高.地下水循环深度较浅的武山温泉和街子温泉水化类型属于Na-HCO3·SO4·Cl,所处断裂的地震活动频繁;地下水循环深度较深的清水温泉水化类型属于Na-SO4·Cl,所处断裂的地震活动性弱.     

Monthly and annual effective infiltration coefficients in Dinaric karst: example of the Gradole karst spring catchment

Abstract

The method of “historic event” is used to generate synthetic hyetographs based on statistical analysis of precipitation data. A synthetic triangular model was developed based on rainfall data of Zioud watershed (central Tunisia) with a standard time step of one hour. A database of 2799 observed rainfall events was used to provide statistical parameters for a simple triangular-shaped hyetograph model. The developed model provides a synthetic hyetograph in dimensionless form for different storm durations (2, 3 and 4 hours). For a given season and location, the variation of the first dimensionless moment with duration was relatively small, with an average range of 13% for all the stations. The resulting dimensionless hyetographs were found to be nearly identical when they were non-dimensionalized using the rainfall depth and duration, showing some seasonal effect and insignificant effects of the rainfall duration. A good agreement between simulated and observed hyetographs was achieved based on not only visual impressions, but also statistical numerical and graphical tests.