厦门旧城建设步行街区的初步研究   总被引：1，自引：0，他引：1  

陈玉慧 《地域研究与开发》2003,22(1):44-49

以厦门旧城区西南部为例,对商业街土地利用和商服业现状作了详尽的调查和分析,在阐述旧城区商业街存在总体地位下降,以服装店为主的零售商业功能过于突出,购物环境容量不足等现实问题的基础上,提出以“步行街区”作为厦门旧城商业街更新发展的对策,并据此对步行街区建设涉及到的部分问题进行了探讨。  相似文献   

泥石流风险及沟谷泥石流风险度评价   总被引：28，自引：4，他引：24  

刘希林  莫多闻 《工程地质学报》2002,10(3):266-273

风险一词虽然已经广泛被科学家和经济学家所使用 ,但涉及到自然灾害的风险研究则还是 2 0世纪 80年代中后期的事。国内有关泥石流风险的探讨 ,更是 2 0世纪 90年代才初见端倪。国际上 ,泥石流风险评价至今仍然是前沿探索性领域和新兴的研究课题。基于联合国对自然灾害风险的定义及其定量表达 ,本文给出了泥石流风险度 =危险度易损度这一数学命题的近似解。讨论了风险分级和不同风险等级的分布概率以及风险指南。以云南东川因民矿区黑山沟泥石流为例 ,对单沟泥石流风险度评价模型进行了示范应用  相似文献   

地面感热对青藏高原低涡流场结构及发展的作用   总被引：31，自引：9，他引：22  

李国平  赵邦杰  杨锦青 《大气科学》2002,26(4):519-525

考虑热带气旋类青藏高原低涡为受加热和摩擦强迫并满足热成风平衡的轴对称涡旋系统,通过求解线性化的柱坐标系中涡旋模式的初值问题,分析了地面感热对高原低涡流场结构及发展的影响,给出了高原低涡眼壁内、外侧水平流场和垂直流场的结构特征,讨论了低涡发展与其水平尺度、垂直厚度、所处纬度以及热量总体输送系数和加热强度的关系.结果表明:地面感热对低涡的生成及发展具有重要作用,但这种作用是否有利于低涡的发展与低涡中心和感热加热中心的配置有关.  相似文献   

Groundwater flow and solute transport at the Mourquong saline-water disposal basin, Murray Basin, southeastern Australia   总被引：5，自引：0，他引：5  

Craig T. Simmons  Kumar A. Narayan  Juliette A. Woods  Andrew L. Herczeg 《Hydrogeology Journal》2002,10(2):278-295

Saline groundwater and drainage effluent from irrigation are commonly stored in some 200 natural and artificial saline-water disposal basins throughout the Murray-Darling Basin of Australia. Their impact on underlying aquifers and the River Murray, one of Australia's major water supplies, is of serious concern. In one such scheme, saline groundwater is pumped into Lake Mourquong, a natural groundwater discharge complex. The disposal basin is hydrodynamically restricted by low-permeability lacustrine clays, but there are vulnerable areas in the southeast where the clay is apparently missing. The extent of vertical and lateral leakage of basin brines and the processes controlling their migration are examined using (1) analyses of chloride and stable isotopes of water (²H/¹H and ¹⁸O/¹⁶O) to infer mixing between regional groundwater and lake water, and (2) the variable-density groundwater flow and solute-transport code SUTRA. Hydrochemical results indicate that evaporated disposal water has moved at least 100 m in an easterly direction and that there is negligible movement of brines in a southerly direction towards the River Murray. The model is used to consider various management scenarios. Salt-load movement to the River Murray was highest in a "worst-case" scenario with irrigation employed between the basin and the River Murray. Present-day operating conditions lead to little, if any, direct movement of brine from the basin into the river. Electronic Publication  相似文献   

Analysis of A New Model for Unsaturated Flow in Porous Media Including Hysteresis and Dynamic Effects     

A.Y. Beliaev  R.J. Schotting 《Computational Geosciences》2002,5(4):345-368

A new model for unsaturated flow in porous media, including capillary hysteresis and dynamic capillary effects, is analyzed. Existence and uniqueness of solutions are established and qualitative and quantitative properties of (particular) solutions are analyzed. Some results of numerical computations are given. The model under consideration incorporates simple play-type hysteresis and a dynamic term (time-derivative with respect to water content) in the capillary relation. Given an initial water content distribution, the model determines which parts of the flow domain are in drainage and which parts are in imbibition. The governing equations can be recast into an elliptic problem for fluid pressure and an evolution equation for water content. Standard methods are used to obtain numerical results. A comparison is given between J.R. Philip's semi-explicit similarity solution for horizontal redistribution in an infinite one-dimensional domain and solutions of the new model.  相似文献   

应用自然电场法研究地下水流场   总被引：5，自引：0，他引：5  

王俊业 《物探与化探》2002,26(2):140-142

讨论了不同水文地质条件下自然电场“8”字图特征,对评价输水管线等渗漏引起的环境问题具有指导意义。  相似文献   

Salt transport on islands in the Okavango Delta: Numerical investigations     

S. Zimmermann  P. Bauer  R. Held  W. Kinzelbach  J.H. Walther 《Advances in water resources》2006

This study uses a numerical model to investigate the groundwater flow and salt transport mechanisms below islands in the Okavango Delta. Continuous evapotranspiration on the islands results in accumulation of solutes and the formation of a saline boundary layer, which may eventually become unstable. A novel Lagrangian method is employed in this study and compared to other numerical methods. The numerical results support the geophysical observations of density fingering on Thata Island. However, the process is slow and it takes some hundreds of years until density fingering is triggered. The results are sensitive to changes of the hydraulic gradient and the evapotranspiration rate. Small changes may lead to different plume developments. Results further demonstrate that density effects may be entirely overridden by lateral flow on islands embedded in a sufficiently high regional hydraulic gradient.  相似文献   

A spatially and temporally adaptive solution of Richards’ equation     

Cass T. Miller  Chandra Abhishek  Matthew W. Farthing 《Advances in water resources》2006

Efficient, robust simulation of groundwater flow in the unsaturated zone remains computationally expensive, especially for problems characterized by sharp fronts in both space and time. Standard approaches that employ uniform spatial and temporal discretizations for the numerical solution of these problems lead to inefficient and expensive simulations. In this work, we solve Richards’ equation using adaptive methods in both space and time. Spatial adaption is based upon a coarse grid solve and a gradient error indicator using a fixed-order approximation. Temporal adaption is accomplished using variable order, variable step size approximations based upon the backward difference formulas up to fifth order. Since the advantages of similar adaptive methods in time are now established, we evaluate our method by comparison with a uniform spatial discretization that is adaptive in time for four different one-dimensional test problems. The numerical results demonstrate that the proposed method provides a robust and efficient alternative to standard approaches for simulating variably saturated flow in one spatial dimension.  相似文献   

Integrated surface–groundwater flow modeling: A free-surface overland flow boundary condition in a parallel groundwater flow model     

Stefan J. Kollet  Reed M. Maxwell 《Advances in water resources》2006

Interactions between surface and groundwater are a key component of the hydrologic budget on the watershed scale. Models that honor these interactions are commonly based on the conductance concept that presumes a distinct interface at the land surface, separating the surface from the subsurface domain. These types of models link the subsurface and surface domains via an exchange flux that depends upon the magnitude and direction of the hydraulic gradient across the interface and a proportionality constant (a measure of the hydraulic connectivity). Because experimental evidence of such a distinct interface is often lacking in field systems, there is a need for a more general coupled modeling approach.  相似文献   

Influence of uncertain boundary conditions and model structure on flood inundation predictions   总被引：2，自引：0，他引：2  

Florian Pappenberger  Patrick Matgen  Keith J. Beven  Jean-Baptiste Henry  Laurent Pfister  Paul Fraipont de 《Advances in water resources》2006

In this study, the GLUE methodology is applied to establish the sensitivity of flood inundation predictions to uncertainty of the upstream boundary condition and bridges within the modelled region. An understanding of such uncertainties is essential to improve flood forecasting and floodplain mapping. The model has been evaluated on a large data set. This paper shows uncertainty of the upstream boundary can have significant impact on the model results, exceeding the importance of model parameter uncertainty in some areas. However, this depends on the hydraulic conditions in the reach e.g. internal boundary conditions and, for example, the amount of backwater within the modelled region. The type of bridge implementation can have local effects, which is strongly influenced by the bridge geometry (in this case the area of the culvert). However, the type of bridge will not merely influence the model performance within the region of the structure, but also other evaluation criteria such as the travel time. This also highlights the difficulties in establishing which parameters have to be more closely examined in order to achieve better fits. In this study no parameter set or model implementation that fulfils all evaluation criteria could be established. We propose four different approaches to this problem: closer investigation of anomalies; introduction of local parameters; increasing the size of acceptable error bounds; and resorting to local model evaluation. Moreover, we show that it can be advantageous to decouple the classification into behavioural and non-behavioural model data/parameter sets from the calculation of uncertainty bounds.  相似文献