综合物探探测煤矿水文地质条件   总被引：4，自引：0，他引：4  

邢相荣  卜昌森 《煤田地质与勘探》1997,25(5):4-7

矿井突水是困扰煤矿安全生产的难题之一,查清采煤工作面的水文地质条件是有效防治水害,保证安全生产的前提。肥城矿务局生产实践证明了以直流电法、瑞利波法、瞬变电磁法等为主要手段的综合物探技术在探查采煤工作面和掘进迎头前方地质构造、含水层富水性及隐伏导水构造方面是一种简便、快捷、有效的手段。   相似文献   

贵州都匀下泥盆统蟒山群Zosterophyllum australianum(澳大利亚工蕨)新材料及其古地理意义^*          下载免费PDF全文

周志强  赵景宇  王嘉树  吴成洋  肖彪  黄璞 《古地理学报》1999,24(3):479-492

Zosterophyllum(工蕨属)是早期陆生植物的代表性类群之一,全球广泛分布。Z.australianum(澳大利亚工蕨)产自华南和澳大利亚,是东北冈瓦纳古植物地理区系的典型分子。文中描述了产自贵州都匀包阳剖面蟒山群中的Z.australianum新材料。该标本的孢子囊具短柄,呈椭圆形或扇形,宽2.6~4.1 mm,高可达3.9 mm,加厚带宽约0.6 mm,紧密螺旋排列形成孢子囊穗,与云南文山早泥盆世坡松冲植物群中的Z. australiaunum极为相似。依据目前对Z. australianum时代延限的认识,并结合蟒山群其他植物属种的发现(如Adoketophyton subverticillatum),推断该群下段的时代为早泥盆世布拉格期。Z. australianum在蟒山群中的发现,扩展了该植物的地理分布范围,反映出蟒山群中的植物组合与坡松冲植物群存在一定联系。  相似文献   

英峰岭剖面红土的粘土矿物和化学特征与成土环境关系   总被引：18，自引：4，他引：14  

徐义芳  朱照宇 《地球化学》1999,28(3):281-288

地球化学与粘土矿物学研究表明,广东雷州半岛英峰岭多期红土是拉弱武岩红土化初级阶段的产物,由剖面底层至顶层,红土成熟度依次递增。各层红土中主要粘土矿物含量和粘土的Ｆｅ２Ｏ３含量,以及工土和粘土的氧化,淋溶,富铁铝等化学特征系数与红土埋深之间呈波动起伏的关系。  相似文献   

矿物粉尘表面活性位及其变化分析   总被引：6，自引：3，他引：3  

董发勤  万朴  冯启明  宋功保  彭同江  李平  李国武 《岩石矿物学杂志》1999,18(3):264-272

本文通过酸碱蚀,强机械力和极性分子等表面作用,利用红外吸收光谱手段分析了７放物粉尘的表面基团裸露,转化过程,总结了矿物粉尘表面存在的基团类型及其表面活性位的分布及在不同环境条件下的转化,对讨论粉尘生物活性及矿物表面／细胞物理化学作用过程有重要意义。  相似文献   

纤维水镁石在氨基酸水溶液中的电化学及溶解作用研究   总被引：6，自引：1，他引：5  

李国武  董发勤  万朴  彭同江  宋功宝 《矿物学报》1999,19(3):286-292

在模拟人体温度３７℃条件下,进行水镁石纤维粉尘与氨基酸作用的实验研究,测定在７２ｈ内溶液过程中ｐＨ值的电导率的变化,结果表明,纤维矿物在氨基酸中发生了有机配合作用,并且中性氨基酸对矿物的溶解能力最强。  相似文献   

日本琵琶湖表面定振波的计算     

逄勇  濮培民 《湖泊科学》1995,7(1):8-13

利用水动力学方程对口本琵琶湖表面定振波进行了计算和分析,结果表明其主要周期约为69．5min,另外,利用实测水位资料,采用最大熵谱法进行分析,得到了主要周期约为68min,两者吻合很好。  相似文献   

中国湖泊学研究进展   总被引：10，自引：4，他引：6  

濮培民  屠清瑛  王苏民 《湖泊科学》1989,1(1):1-11

本文从六个方面概述了中国湖泊资源利用与湖泊学研究进展:1.湖泊考察与综合调查;2.物理湖泊学研究;3.湖泊沉积与古湖泊学研究;4.水生生物与生态学研究;5.湖泊水化学与环境保护研究;6.湖泊资源开发利用研究.  相似文献   

太湖和大浦河口风成流、风涌水的数值模拟及其单站验证   总被引：11，自引：5，他引：6  

王谦谦  姜加虎  濮培民 《湖泊科学》1992,4(4):1-7

介绍了太湖风成流和风涌水的数值摸拟工作。使用两种不同水平分辨率的数值模式,利用中日合作研究组在大浦河口实测的水位、湖流和风的资料对模拟结果进行了验证。结果指出,模式对风涌水及流向有较好的预报能力,流速的预报尚待进一步改进。  相似文献   

Multi-models for SPI drought forecasting in the north of Haihe River Basin,China     

Yuhu?Zhang  Weiwei?LiEmail author  Qiuhua?Chen  Xiao?Pu  Liu?Xiang 《Stochastic Environmental Research and Risk Assessment (SERRA)》2017,31(10):2471-2481

Drought is one of the most devastating climate disasters. Hence, drought forecasting plays an important role in mitigating some of the adverse effects of drought. Data-driven models are widely used for drought forecasting such as ARIMA model, artificial neural network (ANN) model, wavelet neural network (WANN) model, support vector regression model, grey model and so on. Three data-driven models (ARIMA model; ANN model; WANN model) are used in this study for drought forecasting based on standard precipitation index of two time scales (SPI; SPI-6 and SPI-12). The optimal data-driven model and time scale of SPI are then selected for effective drought forecasting in the North of Haihe River Basin. The effectiveness of the three data-models is compared by Kolmogorov–Smirnov (K–S) test, Kendall rank correlation, and the correlation coefficients (R²). The forecast results shows that the WANN model is more suitable and effective for forecasting SPI-6 and SPI-12 values in the north of Haihe River Basin.  相似文献   

Optimum hysteretic damper design for multi-story timber structures represented by an improved pinching model     

Wuchuan Pu  Changcheng Liu  Fengyu Dai 《Bulletin of Earthquake Engineering》2018,16(12):6221-6241

Timber structures are characterized by a pinching phenomenon that leads to reduced dissipative capability. A few hysteretic models have been proposed to simulate the mechanical behavior of timber structures, among which the one composed of a bilinear element and a slip element in parallel has been popular in practice. Based on this model, this paper expands on the existing seismic control design methodology to determine the capacity of hysteretic dampers for multi-story timber structures. The equivalent linearization method for a single-degree-of-freedom timber structure with added hysteretic damper is established and is verified through nonlinear timber history analysis over a wide range of structural parameters. The design formulas for determining the damper capacity for a multi-degree-of-freedom system are derived, based on the concept of adjusting the distribution of equivalent stiffness of structure. The seismic control design is applied to many buildings with randomly generated parameters and the effectiveness is confirmed through a nonlinear time history analysis with four sets of seismic excitations. An extended study has shown that the shear force pattern plays an important role in the seismic control design results and thus the performance of structures. The effectiveness of the control of residual deformations by adding dampers is also studied.  相似文献