GROUND THERMAL CONDITIONS AT CHACHANI VOLCANO,SOUTHERN PERU     

NURIA ANDRÉS  DAVID PALACIOS  JOSE ÚBEDA  JESÚS ALCALÁ 《Geografiska Annaler: Series A, Physical Geography》2011,93(3):151-162

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Periglacial and Fluvial Factors Controlling the Sedimentation of Pleistocene Breccia in NW Poland          下载免费PDF全文

Piotr Weckwerth  Małgorzata Pisarska‐Jamroży 《Geografiska Annaler: Series A, Physical Geography》2015,97(2):415-430

Breccias were investigated on the terrace of the Toruń‐Eberswalde ice‐marginal valley at Rozwarzyn (NW Poland). Breccia layers include soft‐sediment clasts with diameters between 2 and 256 mm and soft‐sediment megaclasts with diameters from 256 mm to 7 m. The shape of the soft‐sediment clasts and megaclasts (derived from frozen sediments) in the breccia is diverse: from angular and irregular in the case of debris‐flow breccias to slightly rounded and tabular in fluvial breccias. These two types of breccias were developed during the Late Weichselian when the periglacial climate favored extensive lateral erosion by currents of frozen braided channels in the ice‐marginal valley. The dual presence of breccias of fluvial and debris‐flow origin in channel deposits is unique for Quaternary sediments. Zones of breccias existed in the channels where scours and obstacle marks related to megaclasts developed. The study of breccias shed new light on the fluvial processes in ice‐marginal valleys during the Pleistocene and can be considered as diagnostic for fluvio‐periglacial conditions.  相似文献   

室内模拟试验确定横向扩散系数的研究--以吉林市第二松花江某江段为例     

梁秀娟  刘耀莹  张文静  盛洪勋  肖长来  王德成  杜艳荣  兰盈盈  杨天行 《吉林大学学报(地球科学版)》2004,34(4):560-565

确定河流横向扩散系数的主要方法有经验公式法和河流示踪试验法.以室内模拟试验求横向扩散系数的方法是一种新的尝试,采用几何相似原理,通过不同流量、流速条件下的室内模拟试验,计算出与河流相应条件下的横向扩散系数,所得结果(0.086 m2/s)与同条件下现场分析计算的结果(0.079～0.088 m2/s)基本一致.模拟试验不仅克服了野外条件下示踪剂投放和测试条件的不便,还能够更好地研究不同水动力条件下污染物的扩散运移规律.  相似文献   

An iterative pressure‐stabilized fractional step algorithm in saturated soil dynamics     

Xikui Li  Xue Zhang  Xianhong Han  D. C. Sheng 《国际地质力学数值与分析法杂志》2010,34(7):733-753

This paper presents an iterative, incremental pressure‐stabilized fractional step algorithm for coupled hydro‐mechanical problems with mixed formulations of the displacement–pressure ( u –p) model in saturated soil dynamics that allows the use of finite elements with equal low order of interpolation approximation of u and p. In comparison with the original fractional step algorithm, the distinct features of the proposed algorithm lie in its enhanced stability owing to the introduction of both an iteration procedure and a finite increment calculus (FIC) process into the algorithm. The introduction of the iterative procedure makes the velocity term satisfy the momentum conservation equation in an implicit sense and allows much larger time step sizes to be used than those limited in existing explicit and semi‐implicit versions of the algorithm. The introduction of the FIC process removes the dependence of the stability of the proposed algorithm on the time step size, as a result it allows to using the incremental version of the algorithm and evades the minimum time step size requirement presented in the existing versions of the fractional step algorithm that restricts the application of the algorithm to saturated soil dynamics problems with high frequencies. Numerical experiments demonstrate the effectiveness and improved performance of the proposed iterative pressure‐stabilized fractional step algorithm. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Tests and applications of an approach to absorbing reflected waves towards incident boundary     

张洪生  王炎  许春辉  商辉  于小伟 《中国海洋工程》2013,27(6):703-718

If the upstream boundary conditions are prescribed based on the incident wave only, the time-dependent numerical models cannot effectively simulate the wave field when the physical or spurious reflected waves become significant. This paper describes carefully an approach to specifying the incident wave boundary conditions combined with a set sponge layer to absorb the reflected waves towards the incident boundary. Incorporated into a time-dependent numerical model, whose governing equations are the Boussinesq-type ones, the effectiveness of the approach is studied in detail. The general boundary conditions, describing the down-wave boundary conditions are also generalized to the case of random waves. The numerical model is in detail examined. The test cases include both the normal one-dimensional incident regular or random waves and the two-dimensional oblique incident regular waves. The calculated results show that the present approach is effective on damping the reflected waves towards the incident wave boundary.  相似文献   

秦岭凤太地区金矿床成矿地质条件与时空分布特征     

贺永平  闫宝华 《陕西地质》2019,(1):49-57

秦岭凤太地区金矿床产于商丹板块对接带和南秦岭边缘海盆区,含金建造为火山碎屑岩和细碎屑(热水)沉积建造,赋矿围岩以绿片岩相细碎屑岩为主。区内的金矿床主成矿年龄为220~170Ma,属晚印支期,主成矿期后叠加燕山期构造热液。空间上金矿带与铅锌矿带呈平行展布,金矿与韧性构造关系密切,显示了构造边界对金矿带的控制,具有继承性特征的脆韧性剪切带为含矿构造,北北东向与近东西向(北西西向)断裂的复合是金矿富集的主要构造特征。  相似文献   

藏东南鲁朗-通麦崩塌滑坡孕灾地质背景特征研究   总被引：2，自引：2，他引：0  

张佳佳  陈龙  王军朝  李元灵  高波  石胜伟 《地质力学学报》2018,24(4):474-481

藏东南的喜马拉雅东构造结地区作为青藏高原隆升最快的地区之一,其复杂的地质背景条件决定了该区工程地质问题具有复杂性和特殊性,并孕育了多种地质灾害。利用测窗、节理裂隙分期配套等野外调查方法以及遥感影像解译,分析总结了藏东南地区鲁朗至通麦不同区段崩塌滑坡地质灾害的孕灾地质背景,据此将研究区划分为四段,分别为鲁朗-东久段、东久-拉月段、拉月-排龙段、排龙-通麦段,每一区段分别对应了不同的孕灾地质条件特征,由此也决定了区段内崩滑地质灾害的性质、变形破坏模式、规模。相关成果可用于藏东南崩塌滑坡地质灾害的早期识别和风险评价。   相似文献   

Inversion of two-dimensional tidal open boundary conditions of M<Subscript>2</Subscript> constituent in the Bohai and Yellow Seas     

曹安州  郭筝  吕咸青 《中国海洋湖沼学报》2012,30(5):868-875

Two-dimensional tidal open boundary conditions of the M2 constituent in the Bohai and Yellow Seas(BYS) have been estimated by assimilating T/P altimeter data.During inversion,independent point(IP) strategy was used,in which several IPs on the open boundary is assumed,values at these IPs can be optimized with an adjoint method,and those at other grid points are determined by linearly interpolating the values at IPs.The reasonability and feasibility of the model are tested by ideal twin experiments.In the practical experiment(PE) after assimilation,the cost function may reach 1% or less of its initial value.Mean absolute errors in amplitude and phase can be less than 5 cm and 5°,respectively,and the obtained co-chart can show the character of the M2 constituent in the BYS.The results of the PE indicate that using only two IPs on the open boundary can yield better simulated results.  相似文献   

汕头海域海底光缆路由条件及评价          下载免费PDF全文

张志强  刘强  贺惠忠  魏巍  于刚  蒋俊杰 《海洋测绘》2012,32(6):44-47

根据在东南亚至日本海底光缆汕头段（300m水深以浅）路由勘察中所获得的多波束、侧扫声纳、浅地层剖面、柱状取样等资料,结合勘察区的自然环境特征,对路由区的自然环境条件、海底工程地质条件进行了详细的分析,并对该段路由条件进行了综合评价。研究表明,此段路由在大陆架区域路由条件较好,适合海底光缆的铺设;在大陆架与大陆坡结合带路南条件相对较差,应做好应对措施。  相似文献   

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陈润静  彭碧波  范城城  高凡 《大地测量与地球动力学》2012,32(6):94-98

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