重庆地区岩溶地下河水溶解无机碳及其稳定同位素特征   总被引：6，自引：3，他引：3  

蒲俊兵 《中国岩溶》2013,32(2):123-132

稳定碳同位素是指示岩溶动力系统碳来源及转化的重要指标。为揭示重庆地区岩溶地下水中溶解无机碳基本特征和碳来源,本文对该地区63条岩溶地下河水样进行了水化学和碳同位素分析。研究结果表明,重庆地区地下河水溶解无机碳主要表现形式为HCO3-,雨季由于稀释作用其浓度低于旱季。重庆岩溶地下河水δ13C-DIC（V-PDB）旱季变化范围为-15.34 ‰～-5.89 ‰,雨季变化范围为-17.40 ‰～-4.23 ‰。根据δ13C同位素质量平衡方法,计算得到重庆地下河旱季碳酸盐岩溶蚀对DIC贡献为45.1 % ～79.7 %,雨季平均为34.6 %～82.1 % 。计算结果表明,在人类活动不断增强的情况下,岩溶水体DIC通量中碳酸盐岩溶解来源的DIC和其参与岩溶地下水δ13C值的形成并不一定是岩溶作用理论方程中所计算的50 %,而是有一定的变化范围。因此在计算岩溶作用碳汇时,建议通过δ13C值扣除碳酸盐岩溶蚀形成DIC的通量后再来推算岩溶作用形成的碳汇量。   相似文献   

娄新高速公路岩溶发育特征与地基处理方案优化研究   总被引：2，自引：2，他引：0  

肖武权 《中国岩溶》2013,32(2):161-166

娄底—新化高速公路岩溶发育。由于邻近煤矿采矿抽排水,地下水位急降,形成土洞和塌陷。为保证公路建设经济、安全,须对岩溶路基进行处理。通过对地基处理方案影响因素进行研究与分析,运用多目标决策模糊集理论并结合层次分析方法,优选出具有多指标因素属性和模糊特性的岩溶地基处理方案。在此基础上,从地质条件出发,并考虑加固效果、工程造价等,比较了3种岩溶地基处理方案:注浆、沉管挤密桩、强夯+双层钢筋混凝土连续板。分析结果表明:强夯+双层钢筋混凝土连续板方案最佳,模糊优化计算中,该方案对优的隶属度最高,达0.86,具有施工便捷、加固效果好、成本低等优点,总造价为仅1 350万元,分别比沉管挤密桩、注浆处理少170万和360万元。   相似文献   

CAWS600型自动气象站地温故障的诊断与处理     

李永军  陈科艺  李林  尹雪梅 《成都信息工程学院学报》2013,28(4):342-346

自动气象站仪器设备的维护和保障是地面气象观测业务运行中的一项重要工作。为了能快速、准确地诊断并处理自动气象站地温故障,确保自动气象站平稳、高效运行,按照CAWS600型自动气象站地温数据采集逆向的故障诊断原则,依次对自动气象站软件参数设置、通信系统、RS232数据采集器、防雷板及信号电缆、地温变送器和地温传感器6个环节进行故障诊断,并依次介绍相应故障的处理方法。在业务运行中,地温故障的诊断和处理存在较大难度,主要是由于缺乏全面系统的诊断方法,结果表明,采用与地温数据采集逆向的故障诊断和处理方法能快速、准确地诊断和处理地温故障。  相似文献   

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吕志鹏伍吉仓  孟国杰 《大地测量与地球动力学》2013,33(6):126-129

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工程物探在岩溶地区地质勘察中的应用——以费县电厂为例     

赵西文  范沛军  曹建华 《山东国土资源》2013,29(5):36-39,50

结合费县电厂工程地质条件,运用高密度电阻率法和探地雷达勘察法,进行岩溶地区工程勘察,对2种方法的勘察结果进行比较分析,在此基础上进一步钻探验证。证实工程物探能迅速查明岩溶区的工程地质条件,勘察过程高效快速,达到地质勘察效果。最后针对岩溶区的拟建场地进行地基评价并提出地基处理方案。  相似文献   

山东省曹县城区地热资源评价          下载免费PDF全文

朱昶  费若强  宋帅良  马腾  张立  李军 《山东国土资源》2013,29(7):40-45

通过地球物理勘探、水文地质调查、钻孔和抽水试验,结合区域水文、气象和地质等资料,对山东省曹县城区地热地质条件、热储赋存条件有了初步认识,结合CD1号探采结合地热孔,对孔隙、岩溶裂隙型含水热储层及许庄复合热储层地热资源量进行了计算,对地热水资源进行了开发利用评价。  相似文献   

淄博市大武水源地岩溶水水位多年动态变化分析研究   总被引：1，自引：0，他引：1  

尚宇宁 《山东国土资源》2013,29(9)

山东省淄博市大武水源地是北方特大型岩溶水水源地,该文依托山东省2009度地质勘查项目,对大武水源地的位置、范围、面积、历年开采量进行了介绍,并着重对1976年、1990年及2009年等特征年岩溶水流场特征、岩溶水降落漏斗演变趋势及多年开采动态特征及影响因素进行了分析研究。为大武水源地合理开发利用岩溶地下水提供了科学依据。  相似文献   

山东省深部岩溶热储地热地质特征     

冯守涛  徐勇  杨询昌 《山东国土资源》2013,29(9)

山东省的深部岩溶热储分布在济阳坳陷区、临清坳陷区的凸起（潜）区和鲁中隆起区、鲁西南潜隆起区、沂沭断裂带,分布面积约4.4万km2,其分布范围与寒武—奥陶纪地层分布基本一致。深部岩溶热储可划分深部裂隙—岩溶热储和深部岩—溶裂隙热储2种类型,具层状及层状兼带状特征。该文在总结前人成果的基础上,对深部岩溶热储的埋藏与分布、水质、地温场特征、深部岩溶发育规律和地热流体形成条件进行了论述,以期能对开发利用这一热储有所帮助。  相似文献   

Enrichment of seismic ground motion databases using Karhunen–Loève expansion     

Irmela Zentner  Fabrice Poirion 《地震工程与结构动力学》2012,41(14):1945-1957

Best estimate seismic analysis are generally based on time‐domain simulations of structural responses. The seismic load is then modeled by a stochastic process representing ground motion. For this purpose, the analyst can use recorded accelerograms or work with synthetically generated ones. The number of ground motion time‐histories available for a given scenario and site condition is limited and generally not sufficient for carrying out more advanced probabilistic structural response analysis. It is then necessary to have at our disposal methods that allow for generating synthetic accelerograms that realistically characterize earthquake ground motions. However, most of the methods proposed in literature for generating synthetic accelerograms do not accurately reproduce the natural variability of ground motion parameters (such as PGA, cumulative absolute velocity, and Arias intensity) observed for recorded time histories. In this paper, we introduce a new method for generating synthetic ground motion, based on Karhunen‐Loève decomposition and a non‐Gaussian stochastic model. The proposed method enables the structural analyst to simulate ground motion time histories featuring the properties mentioned above. To demonstrate its capability, we study the influence of the simulation method on different ground motion parameters and on soil response spectra. We finally compute fragility curves to illustrate the practical application of the proposed method. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Experimental investigation of spatially varying effect of ground motions on bridge pounding     

Bo Li  Kaiming Bi  Nawawi Chouw  John W. Butterworth  Hong Hao 《地震工程与结构动力学》2012,41(14):1959-1976

Pounding between adjacent bridge structures with insufficient separation distance has been identified as one of the primary causes of damage in many major earthquakes. It takes place because the closing relative movement is larger than the structural gap provided between the structures. This relative structural response is controlled not only by the dynamic properties of the participating structures but also by the characteristics of the ground excitations. The consequence of the spatial variation of ground motions has been studied by researchers; however, most of these studies were performed numerically. The objective of the present research is to experimentally evaluate the influence of spatial variation of ground motions on the pounding behaviour of three adjacent bridge segments. The investigation is performed using three shake tables. The input spatially varying ground excitations are simulated based on the New Zealand design spectra for soft soil, shallow soil and strong rock using an empirical coherency loss function. Results confirm that the spatially nonniform ground motions increase the relative displacement of adjacent bridge girders and pounding forces. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献