云贵高原斜坡地带典型地下水富硫酸盐地区“越层找水”模式及其机理研究          下载免费PDF全文

曹建文  夏日元  方尚武  赵良杰  王喆  王若凡  易瑞 《中国地质》2019,46(2):235-243

地下水是中国西南云贵高原斜坡地带重要的饮用水源,其中黔中镇宁县北部存在大面积地下水中硫酸盐超标地区,导致了当地出现水质性缺水问题。本次研究通过岩相古地理分析、水化学分析、D、18O、34S同位素测试、岩样测试、岩心观察等技术手段,查明了研究区内地下水的补给源主要为大气降水,地下水中硫酸盐(SO_4~(2-))浓度在30～1100 mg/L,平均值为221.78 mg/L,呈现高度富集SO_4~(2-)的特点;在区域相对隔水层以上,不同类型地下水中SO_4~(2-)浓度大体具有机井上升泉下降泉溶潭地下河出口基岩裂隙泉表层岩溶泉的规律;探讨了地表水、地下水中SO_4~(2-)的来源,表层岩溶泉中硫酸根的来源主要为大气降水,高硫酸盐样品中硫酸根的来源主要为石膏溶解。在此基础上,结合钻井资料,掌握了研究区膏岩层分布及含水层结构特征,通过建立"越层找水"模式,采取下层低硫酸盐含水层,获取合格饮用水源,可有效解决当地水质性缺水问题。  相似文献   

河蚬壳体不同断面碳、氧同位素研究     

闫慧  李心清  周会 《沉积学报》2008,26(3):513-517

生物壳体碳酸盐的稳定氧、碳同位素已经被广泛地应用在古气候、古环境研究中,在生物壳体就位分析中,壳体不同断面上同位素的差异将影响对壳体同位素所指示的环境意义的判断,从而对利用其提取气候环境信息造成不利影响。本文对河蚬壳体不同断面碳氧同位素进行了研究,结果表明:河蚬壳体碳同位素变化序列在不同断面上不存在显著差异,因此在做碳同位素时间序列研究时可以不考虑不同断面差异的问题,在取样过程中可以通过延长取样的长度来获得足够量的样品进行碳同位素的测定;而氧同位素变化序列在不同断面上存在差异,因此在进行壳体就位分析研究时,选取不同断面上氧同位素变化序列对研究结果影响较大,存在壳体断面选择的问题,而在取样过程中取样的长度应控制在一定范围内,避免同一生长环上距离较远位置粉末的混合。文中最后根据壳体不同断面同位素差异确定了在壳体就位分析中如何选取研究断面。  相似文献   

基于自适应时序剖分与KNN的短时交通流量预测     

祁朵  毛政元 《地球信息科学学报》2022,24(2):339-351

在智能交通系统中,准确和高效的短时交通流量预测是交通诱导、管理和控制的前提。由于交通流量动态变化中表现出的时变性和非平稳性特征,其预测难度较大,是交通领域中亟待解决的难题。为提高短时交通流量的预测精度,本文设计与实现了基于自适应时序剖分与KNN（A-TS-KNN）的短时交通流量预测算法。① 基于动态时间规整（Dynamic Time Warping,DTW）动态剖分单日时序为不同的交通模式;② 在不同交通模式,采用互信息法求解每个预测时刻时间延迟的最大阈值,构造不同时间延迟的状态向量,生成交通流量历史数据库;③ 采用十次十折交叉验证的方法求解每个时刻不同时间延迟与不同K值的正交误差结果分布,提取误差最小的正交结果,得到自适应时间延迟与K值的参数组合;④ 采用K个最相似的近邻的距离倒数加权值作为预测结果。对比K近邻（K-nearest neighbors, KNN）、支持向量回归（Support vector regression,SVR）、长短期记忆神经网络（Long-short term memory neural network,LSTM）以及门控递归单元神经网络（Gate recurrent unit neural network,GRU）共4种主流预测模型,A-TS-KNN算法预测精度显著提升;将A-TS-KNN算法用于福州市城市路网中其他交叉路口的短时交通流量预测,结果表现出良好的泛化能力。  相似文献   

肥城矿区煤系中的顺层断层   总被引：8，自引：4，他引：4  

魏久传  吕祥佑 《煤田地质与勘探》1992,20(6):8-11

肥城矿区煤矿生产中揭露了许多顺层断层,过去未被人们认识。笔者根据井下揭露资料,论述了顺层断层的特征及形成机制,并探讨了矿井生产中顺层断层的预测和处理方法。   相似文献   

北京周口店雾迷山组碳酸盐岩风暴沉积序列研究^*          下载免费PDF全文

冉宗媛  肖倩  佘振兵  王国庆 《古地理学报》1999,24(4):634-648

北京周口店地区中元古界雾迷山组以含硅质条带的白云岩为主,发育不规则硅质砾屑。这些硅质砾屑形态各异,具有强烈扰动的迹象,目前对其成因解释一直存在争议,如泄水构造、冲刷构造、震积岩、风暴岩等。文中选择北京周口店地区黄山店村恒顺厂剖面为研究对象,通过野外精细的沉积学分析,系统描述了岩性及沉积构造特征,确定了该套沉积地层发育典型的碳酸盐岩风暴沉积序列。该风暴沉积序列自下往上可分为5段: A段,为风暴前正常沉积的中厚层状泥晶白云岩;B段,具口袋构造的侵蚀冲刷面及硅质砾屑,为风暴高潮期产物;C段,灰色硅质条带白云岩,普遍发育平行层理和波状、丘状、洼状交错层理,是风暴衰减期产物;D段,灰白色薄层状泥晶白云岩,代表了风暴间歇期的正常沉积;E段,含硅质团块白云岩,为正常天气下海水局部扰动形成。该剖面上递变层理几乎不发育,结合侵蚀冲刷面特征、砾屑高含量以及杂乱堆积方式,认为该套沉积为典型的近原地风暴沉积。结合古地理资料,推测研究区在雾迷山组沉积时期可能处于热带海洋环境,热带气旋引发的频繁风暴潮导致了近原地碳酸盐岩风暴沉积的形成。上述研究成果不仅补充了燕山地区雾迷山组的风暴沉积记录,而且为该时期华北板块的古地理、古纬度和古气候研究提供了重要的沉积学证据。  相似文献   

Generating Velocities in Precursor Soliton Generation in a Straight Channel with Arbitrary Cross Section     

徐肇廷  李臻  徐昊 《中国海洋大学学报(自然科学版)》1999,(2)

利用准三维的ｆＫｄＶ方程及四区间划分法,理论上求得了先锋孤立子生成诸速度—先锋孤立子的运动速度、压水区中流的速度及尾波列第一个跨零点的速度。所述理论是Ｘｕ等人的先锋孤立子生成理论的一个推广。作为应用的例子,运用作者得到的理论结果,对具有相同截面面积的等腰三角形和正方形截面的直渠中先锋孤立子生成的诸速度进行了理论预报和数值比较。比较指出,理论和数值结果吻合得很好。  相似文献   

一种合成2,2-二甲基-4-戊烯酸的方法     

钱佐国  孙明昆  李东慧  邹忠英 《中国海洋大学学报(自然科学版)》1999,(2)

报道一种合成２,２－二甲基－４－戊烯酸的新方法。由异丁醛与烯丙醇缩合得到２,２－二甲基－４－戊烯醛,后者经氧化银选择氧化生成２,２－二甲基－４－戊烯酸。此法氧化产率（９６％）高于分子氧氧化法（６１％）和歧化法（４１％）。反应中析出的金属银能定量回收,循环使用。  相似文献   

THE INVERSION OF S-WAVE VELOCITY STRUCTURE IN NINGXIA AND ITS ADJACENT AREA USING BACKGROUND NOISE IMAGING TECHNOLOGY          下载免费PDF全文

XIE Hui  MA He-qing  JIAO Ming-ruo  MA Xiao-jun  ZHANG Nan  LI-Qing-mei 《地震地质》2017,39(3):605-622

In this paper, we use seismic waveform data of 90 seismic stations in Ningxia and its adjacent areas recorded between January 2012 and December 2013 to obtain the Rayleigh surface wave group velocity dispersion of the study area according to the noise imaging method and the 3-D S-wave velocity structure of the crust and upper mantle in Ningxia and its adjacent regions. The results show that within the depth range of 10~40km in Yinchuan graben and Liupanshan fault belt there exists a slow anomaly body, and with the increase of the depth this slow anomaly becomes an abnormal slow zone surrounding Lanzhou Basin between the massif arcuate structure of northeastern margin of Tibet Plateau and Alxa block. The 3-D S-wave velocity structure of the crust and upper mantle of the study area presents obvious lateral inhomogeneity. These results have important significance for the study of the dynamics of active tectonic zones and mechanism of strong earthquakes in Ningxia and its adjacent areas.  相似文献   

Modeling spatially correlated spectral accelerations at multiple periods using principal component analysis and geostatistics     

《地震工程与结构动力学》2018,47(5):1107-1123

Regional seismic risk assessments and quantification of portfolio losses often require simulation of spatially distributed ground motions at multiple intensity measures. For a given earthquake, distributed ground motions are characterized by spatial correlation and correlation between different intensity measures, known as cross‐correlation. This study proposes a new spatial cross‐correlation model for within‐event spectral acceleration residuals that uses a combination of principal component analysis (PCA) and geostatistics. Records from 45 earthquakes are used to investigate earthquake‐to‐earthquake trends in application of PCA to spectral acceleration residuals. Based on the findings, PCA is used to determine coefficients that linearly transform cross‐correlated residuals to independent principal components. Nested semivariogram models are then fit to empirical semivariograms to quantify the spatial correlation of principal components. The resultant PCA spatial cross‐correlation model is shown to be accurate and computationally efficient. A step‐by‐step procedure and an example are presented to illustrate the use of the predictive model for rapid simulation of spatially cross‐correlated spectral accelerations at multiple periods.  相似文献   

Response of hybrid isolation system during a shake table experiment of a full‐scale isolated building          下载免费PDF全文

Keri L. Ryan  Taichiro Okazaki  Camila B. Coria  Eiji Sato  Tomohiro Sasaki 《地震工程与结构动力学》2018,47(11):2214-2232

A full‐scale 5‐story steel moment frame building was subjected to a series of earthquake excitations using the E‐Defense shake table in August, 2011. For one of the test configurations, the building was seismically isolated by a hybrid system of lead‐rubber bearings and low friction roller bearings known as cross‐linear bearings, and was designed for a very rare 100 000‐year return period earthquake at a Central and Eastern US soil site. The building was subject to 15 trials including sinusoidal input, recorded motions and simulated earthquakes, 2D and 3D input, and a range of intensities including some beyond the design basis level. The experimental program was one of the first system‐level full‐scale validations of seismic isolation and the first known full‐scale experiment of a hybrid isolation system incorporating lead‐rubber and low friction bearings. Stable response of the hybrid isolation system was demonstrated at displacement demands up to 550 mm and shear strain in excess of 200%. Torsional amplifications were within the new factor stipulated by the code provisions. Axial force was observed to transfer from the lead‐rubber bearings to the cross‐linear bearings at large displacements, and the force transfer at large displacements exceeded that predicted by basic calculations. The force transfer occurred primarily because of the flexural rigidity of the base diaphragm and the larger vertical stiffness of the cross‐linear bearings relative to the lead‐rubber bearings.  相似文献