Environmental impact and geochemistry of old tailing pile from the Sanggok mine creek, Republic of Korea     

Chan Hee Lee  Hyun Koo Lee 《Environmental Geology》2004,46(6-7):727-740

This study evaluates the pollution load on a creek based on the physicochemical and mineralogical properties of old tailings. The Sanggok mine is one of the largest lead–zinc producers in the Hwanggangri mining district, Republic of Korea. The vertical profile of the old tailings in the mine area can be divided into three units based on color change, and mineralogical and textural variations, as well as physical and chemical properties. Unit I (surface accumulation and oxidized heterogeneous tailing soil) has lower pH and higher Eh than unit II (originally unoxidized dumped tailing soil) and unit III (pebble-bearing bottom soil). The conductivity data indicates that unit I and II have very high values compared to unit III and basement. The mine area consists mainly of carbonate rocks; however, mineral constituents of tailing soil and sediments near the mine were mainly composed of quartz, mica, feldspar, amphibole, calcite, dolomite, magnesite, and clay minerals. Units I and II are characterized by high abundances of siderite, locally pyrite, and dolomite. Precipitates in the mining drainage mainly included: smectite, illite, berthierine, quartz, siderite, hexahydrite, and Ca-ferrate. Among the separated metallic minerals, tailing soils and sediments of highly concentrated toxic metals are found: some pyrite, arsenopyrite, chalcopyrite, sphalerite, galena, malachite, goethite, various hydroxide, and uncertain secondary minerals. Units I and II are characterized by relatively high concentrations of Ca, Fe, Mn and low contents of Al, Mg, K, Na, Ti, rare earth elements (REEs) that correlated with the proportion of secondary minerals. Potentially toxic elements such as Ag, As, Cd, Cu, Pb, Sb, and Zn are highly enriched in the upper two units. This metal concentration can be influenced by changes in the depth because of oxic and suboxic zonal distribution. The removal zone (unit I) has probably migrated below the elevation of the maximum enrichment layer due to deepening of the oxic/suboxic boundary. In most of the materials, the enrichment index is higher than 3.62. The highest value of 42.55 is found in the oxidation surface soils of the tailing pile. An average enrichment index of the profiles and precipitates are 27.62 and 22.62, respectively. Rocky basement soils have an average enrichment index of 6.63, which is influenced by overlying the tailing pile. The water quality and habitat of the Sanggok creek are severely polluted. Polluted surface water may also negatively impact the agricultural soil and groundwater.  相似文献   

Characteristics of the asymmetric circulation associated with tropical cyclone motion     

J. C. L. Chan  K. K. W. Cheung 《Meteorology and Atmospheric Physics》1998,65(3-4):183-196

Summary This paper examines the characteristics of the asymmetric flow associated with tropical cyclone (TC) motion using the Final Analysis dataset produced after the Tropical Cyclone Motion Experiment (TCM-90). The wind data vertically-integrated between 850 and 300 hPa around a TC are first separated into an environment flow and a vortex circulation using the filtering algorithm of Kurihara et al. (1995). The latter is then Fourier-decomposed azimuthally to obtain the symmetric and asymmetric components. Nine TCs that occurred during the TCM-90 Experiment are examined.For generally westward-moving TCs, the wavenumber-1 (WN-1) component is found to dominate the asymmetric flow. However, its pattern does not always exhibit a pair of counterrotating gyres as would be expected from previous modelling results (Fiorino and Elsberry, 1989). Further, the ventilation flow associated with WN-1 does not necessarily point towards the northwest. For a TC undergoing recurvature, the WN-2 flow becomes significant, and even has a larger magnitude than the WN-1 component, starting from about one day before recurvature. Consistent with the modelling results of Williams and Chan (1994), the WN-2 component also rotates counter-clockwise with time.The growth and decay of the asymmetric components result from the interaction between the environmental flow and the symmetric flow of the TC through an energy exchange, in addition to such exchanges between the asymmetric components. Energy generally flows from the environment and the symmetric circulation of the TC to the WN-1 component during intensification but vice versa when the TC is weakening. The growth of the WN-2 component in recurving TCs is due to a transfer of energy from the environment, the symmetric circulation and the WN-1 flow. It is for this reason that the WN-1 flow becomes weaker than the WN-2 flow in such cases. The WN-1 component of fast-moving TCs is found to extract energy from the WN-2 component, in addition to those from the environment and the symmetric flow.With 15 Figures  相似文献   

Elastic and inelastic drift performance optimization for reinforced concrete buildings under earthquake loads     

Chun‐Man Chan  Xiao‐Kang Zou 《地震工程与结构动力学》2004,33(8):929-950

This paper presents an effective optimization technique for the elastic and inelastic drift performance design of reinforced concrete buildings under response spectrum loading and pushover loading. Attempts have been made to develop an automatic optimal elastic and inelastic drift design of concrete framework structures. The entire optimization procedure can be divided into elastic design optimization and inelastic design optimization. Using the principle of virtual work, the elastic drift response generated by the response spectrum loading and the inelastic drift response produced by the non‐linear pushover loading can be explicitly expressed in terms of element sizing design variables. The optimization methodology for the solution of the explicit design problem of buildings is fundamentally based on the Optimality Criteria approach. One ten‐story, two‐bay building frame example is presented to illustrate the effectiveness and practicality of the proposed optimal design method. While rapid convergence in a few design cycles is found in the elastic optimization process, relatively slow but steady and smooth convergence of the optimal performance‐based design is found in the inelastic optimization process. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

一例由蓄水诱发的库岸边坡变形   总被引：7，自引：0，他引：7  

邓建辉  D.H.Chan  C.D.Martin  N.R.Morgenstern 《中国地质灾害与防治学报》2002,13(1):21-24

加拿大Oldman坝的库岸边坡主要由近水平、互层的砂岩及泥岩构造，自1993年开始蓄水以来库岸边坡一直处于变形之中。文章在简介区域地质条件、工程地质条件和水库蓄水诱发变形的基础上，对变形诱发机制进行了讨论。基于监测资料分析：（1）由于水库库边坡的卸荷裂隙十分发育， 提供了快速的水力通道， 蓄水期水对库岸边坡稳定存在不利影响；（2）该例的泥岩不存在膨胀性；（3）库岸边坡变形是由于水的快速渗透导致有效应力降低和泥岩软化，库岸边坡应力重新调整引起的；（4）对于软岩边坡，特别是库岸软岩边坡变形稳定分析比强度稳定分析更重要。  相似文献   

The relationship between administrative hierarchy position and city size development in China   总被引：1，自引：0，他引：1  

Roger C.K. Chan  X.B. Zhao 《GeoJournal》2002,56(2):97-112

China's urbanization process in the past 20 years has drawn much academic attention, and as a result, many attempts to explain the uniqueness of China's urbanization have emerged. Some argued that Tolley's model (1987), the well known theory explaining global urbanization, or the `Murray-Szelenyi' thesis (1984), which focus on the investigation of urbanization in socialist countries, can be applied in China. Most western literature, however, claimed either a `rural-bias' or an `urban-bias' from the state took place in China's urbanization process. This paper suggests another perspective in the analysis of this process, as it argues that it was the state bias for the allocation of production and human resources in the cities of higher hierarchical ranking that is behind China's urbanization. The objective of the paper is to test it through two hypotheses. The first hypothesis suggests that the higher the city is in the urban hierarchy, the more population it has; and the second argues the higher administrative position a city has, the better social and economic performance it will show. Using statistical data to validate these two hypotheses, this paper attempts to justify the role of `state-bias' of resources allocation and the dominance of the administrative hierarchy in China's urbanization process. Lastly, the paper argues, the state itself is a major factor or source for China's urbanization development.  相似文献   

Similarity functions D for water vapor in the unstable atmospheric boundary layer     

Wilfried Brutsaert  Frederick K. -F. Chan 《Boundary-Layer Meteorology》1978,14(4):441-456

An analysis was performed of experimental data obtained at fixed ship stations during AMTEX 1974 and 1975. This allowed the calculation of the bulk transfer relationships for water vapor and sensible heat in the atmospheric boundary layer for different interpretations of the thickness scale of the boundary layer. It was found that scaling based on the observed thickness, which herein was taken as the height of the lowest value in the potential temperature profile under unstable conditions, produces least scatter in the calculations. The results obtained for the similarity function c( _i ) of the bulk heat transfer coefficient are in good agreement with the results of previous studies. As observed earlier (Brutsaert and Mawdsley, 1976; Mawdsley and Brutsaert, 1977), under unstable conditions the similarity functions D() of the bulk water vapor transfer coefficient are smaller than the corresponding C() functions for sensible heat. In the case of inversion height scaling, the results can be represented by d( _i ) = 0.65 c( _i ).  相似文献   

Dynamic liquefaction of Jurassic sand dunes: processes,Origins, and implications          下载免费PDF全文

Marjorie A. Chan  Ronald L. Bruhn 《地球表面变化过程与地形》2014,39(11):1478-1491

Soft‐sediment deformation occurs in ancient eolian dune deposits, but understanding its extent and the conditions and forces behind the deformation often remains elusive. Here we gain insight into the aerial extent and environmental conditions related to intense soft‐sediment deformation, based on an exceptional three dimensional (3D) exposure of eolian dune deposits and preserved geomorphic landscape expressions in the Jurassic Navajo Sandstone at White Pocket, Vermilion Cliffs National Monument, Arizona. Deformation features include elongate northeast trending decameter‐scale mounds and raised ridges cored by deformed and upturned eolian dune sets, overlain by a massive blanket sandstone with breccia blocks. The geomorphic mounds display ~40–60 m spacing, roughly perpendicular to the southerly paleoflow dune foreset directions. The geometry of the deformation is imaged by oblique aerial photography using cameras mounted on a remote control airplane and high resolution panoramas with a robotic camera mount. We interpret the exquisitely preserved deformation features as liquefaction‐induced ground failure, consistent with theoretical and laboratory studies of deformation in saturated sand. A shallow water table affected by differential dune loading facilitated lateral spreading and failure. The transition to steady‐state flow liquefaction near the top of the shallow water table destroyed original sedimentary structure, creating a massive sand blanket that entrained brecciated blocks ripped up during flow. The water‐pressurized, upwelled sediment created the mounds (a relief inversion). In underlying deformed dune sets, deformation was intense but sedimentary structure was not obliterated as deformation progressed from initial cyclic mobility to strain‐softening, but ceased prior to steady‐state flow liquefaction. The spatial extent, topographic relief, and intensity of dynamic deformation suggest an origin of strong ground motion driven by long‐duration surface waves of a large earthquake (> Mw 7–8), possibly related to back arc thrusting from Jurassic subduction of the Pacific plate under North America. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Turbulent compressible convection with rotation—penetration above a convection zone     

Partha S. Pal  Harinder P. Singh  Kwing L. Chan  M. P. Srivastava 《Astrophysics and Space Science》2008,314(1-3):231-239

We perform Large eddy simulations of turbulent compressible convection in stellar-type convection zones by solving the Naviér-Stokes equations in three dimensions. We estimate the extent of penetration into the stable layer above a stellar-type convection zone by varying the rotation rate (Ω), the inclination of the rotation vector (θ) and the relative stability (S) of the upper stable layer The computational domain is a rectangular box in an f-plane configuration and is divided into two regions of unstable and stable stratification with the stable layer placed above the convectively unstable layer. Several models have been computed and the penetration distance into the stable layer above the convection zone is estimated by determining the position where time averaged kinetic energy flux has the first zero in the upper stable layer. The vertical grid spacing in all the model is non-uniform, and is less in the upper region so that the flows are better resolved in the region of interest. We find that the penetration distance increases as the rotation rate increases for the case when the rotation vector is aligned with the vertical axis. However, with the increase in the stability of the upper stable layer, the upward penetration distance decreases. Since we are not able to afford computations with finer resolution for all the models, we compute a number of models to see the effect of increased resolution on the upward penetration. In addition, we estimate the upper limit on the upward convective penetration from stellar convective cores.  相似文献   

Vibration‐based damage assessment of steel structure using global and local response measurements          下载免费PDF全文

Chin‐Hsiung Loh  Chuan‐Kai Chan  Sheng‐Fu Chen  Shieh‐Kung Huang 《地震工程与结构动力学》2016,45(5):699-718

Damage assessment of a structure involves acquiring and identifying dynamic characteristics of the structure and using these characteristics to evaluate behavior and performance. In this study, an unsymmetrical three‐story steel structure (fabricated with one weak column in the first floor) was tested on shaking table and subjected to a series of earthquake excitations with increasing level of excitation back to back. Besides, white noise excitation was also applied in between the earthquake excitation to serve as the reference state. Both the traditional sensing system (accelerometer and linear variable differential transformer) and the local optical tracker system were implemented in the structure to collect the vibration‐based responses. For operational modal analysis, structural response from white noise excitation will be used in this study. First, the traditional system identification using global response data is used (multivariate autoregressive (AR)‐model) to extract system natural frequencies and mode shapes from all different set of white noise responses after earthquake excitation. The migration of AR‐coefficient ellipse error from each sensor response was used to identify the damage location. Second, blind source separation technique was used to identify the modal contribution of the structure from each test, which provide information to detect the damage severity. Finally, from the local optical tracker array data, the principal component analysis was applied to quantify the earthquake‐induce local stress of the structural member. Combine the result from damage detection using global measurement and the identified local element stress, one can locate and quantify the damage. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

The blueberry (iron nodule) from the Shark Bay area,Western Australia and its implication to the genetic environments of iron nodules on Mars     

Jun Li  LungSang Chan  YiLiang Li 《中国科学:地球科学(英文版)》2016,59(3):640-650

Fist-sized iron nodules, extensively found on the ground of Western Australia, were investigated by element analysis (XRF, ICP-MS and ICP-AES), electron microscopes, X-ray diffraction and Mössbauser spectroscopy. Loosely-packed pisoidic structures of a few to >10 mm in size were observed in the cross-section of nodules. Chemically, the nodules are majorly made of O, Si, Fe and Al, and share similar REE pattern with the loess sourced Greatford concretions from New Zealand. Angular quartz particles, nano-sized goethite and hematite are found to be the major mineral phases. Other minerals, such as detrital zircon, barite and Ce-containing particles can also be observed but of very low abundance. No detectable carbonate or amorphous silica implies that these nodules have experienced little underground fluid alteration. The quartz particles showing particularly three sections of fractal size-distributions, together with their extensive broken features and conchoidal fractures, strongly suggest in situ fragmentation of the host rock with minimum later dynamic sorting. These observations indicate the genetic environment of those nodules is always close to the surface of the tectonically stable ground since their formation. Because of the similarity of climatic and geological features, the genesis and preservation environment of these nodules in Western Australia may provide clues on the formation of Martian iron concretions  相似文献