快速交通导向下我国特大城市有机疏散的响应机制与路径     

王新涛  李永鑫 《地域研究与开发》2011,30(6):52-55

快速交通在发展过程中产生的时空收敛效应、产业人口迁往效应以及引致节点城镇有机生长和空间轴线发展,使得特大城市有机疏散的距离、形式发生了相应的调整和变化,开始从内部地域空间依次向外部地域空间进行平面型和立体型有机疏散,而且促进了城镇体系和城乡系统各种要素的流动和整合。由此,不仅实现了特大城市资源要素供给与需求的动态平衡,并且加快了城镇体系的优化和城乡一体化进程。  相似文献   

公元前1831年-公元1980年中国地震灾害对交通影响的时空分布及其类型     

任慧子  曹小曙 《地理科学进展》2011,30(7):875-882

在综合整理公元前1831年-公元1980年中国地震灾害资料的基础上,运用GIS技术,着重探讨了中国地震灾害的时空特征以及中国地震灾害对交通影响的空间分布与类型分析。中国地震灾害记载的时间分布不平衡,是随时间的推移而逐渐呈现上升趋势;其空间分布也不平衡,元代以前集中于山西、河南、陕西一带,明清时期西南和台湾地区有所增加,民国及1949-1980年主要集中于西南、西北及台湾地区。中国地震灾害对交通影响的空间分布也集中于西北、西南地区,特别是云南、四川和新疆,通过地震烈度的空间分布,可知高烈度的地震对新疆的交通系统影响较大,云南和四川较低烈度的地震对其交通系统的影响也比较大,这是因为3省皆分布于中国强震带内,且四川和云南地形复杂,多山地丘陵,其交通线的分布多沿山川行进,故较易受地震影响。然后,依据破坏程度、次生灾害、交通构筑物破坏可将地震灾害对交通的影响划分为不同的影响类型。  相似文献   

基于智慧交通的可达性与交通出行碳排放——理论与实证   总被引：2，自引：2，他引：0  

曹小曙  杨文越  黄晓燕 《地理科学进展》2015,34(4):418-429

信息与通信技术的发展推动了智慧交通建设,并将进一步提高城市交通可达性和影响居民出行。在全球应对气候变化、减少碳排放的共识背景下,由于"智慧交通—可达性—出行行为(碳排放)"间复杂的影响作用机制,已有的研究难以判断智慧化背景下的城市交通可达性提高将增加抑或减少出行碳排放。如何通过提高城市交通可达性来缓解交通拥堵,保障城市交通运输系统的有效运行,并提高居民出行效率,减少出行碳排放是当前中国智慧交通发展面临的关键问题之一。针对以上科学问题,本文尝试提出基于智慧交通的可达性与交通出行碳排放的理论框架,并以广州为研究案例地,研究了社区居民通勤碳排放特征及其影响机理,社区出行低碳指数格局及其影响因素的空间异质性,以及基于碳排放—位置分配模型的公共中心规划支持系统设计与应用,可为今后的相关研究提供借鉴。  相似文献   

基于MapX的热力管网系统的设计与实现   总被引：4，自引：1，他引：3  

李金平  龚健雅 《测绘工程》2004,13(1):35-37

介绍了基于MapX的GIS应用专题系统--热力管网信息系统的设计与实现,阐述了系统的技术设计、功能设计,实现了热力管网信息的科学化管理.  相似文献   

基于拉格朗日方法的江淮梅雨水汽输送特征分析   总被引：6，自引：2，他引：4  

江志红  任伟  刘征宇  杨浩 《气象学报》2013,71(2):295-304

利用NCEP再分析资料,引入基于拉格朗日方法的气流轨迹模式(HYSPLITv4.9),结合用于海量轨迹分析的气块追踪分析方法,探讨了江淮梅雨气候平均的水汽输送特征以及梅雨异常年水汽输送的差异。结果表明,在气候态下,江淮梅雨的水汽主要来自印度洋、孟加拉湾—中国南海、太平洋和欧亚大陆4个区域,其对江淮梅雨的水汽输送贡献分别为35%、19%、22%和19%。其中,印度洋、孟加拉湾—中国南海和太平洋上的输送气流主要来自850 hPa以下的对流层低层,而欧亚大陆的输送气流主要来自600 hPa左右的对流层中层。进一步对比梅雨异常年水汽输送的差异,发现孟加拉湾—中国南海、太平洋和印度洋的水汽输送对江淮梅雨的异常有重要影响,梅雨偏多年来自孟加拉湾—中国南海的水汽输送较多,其对江淮梅雨的水汽输送贡献为24%,比梅雨偏少年约增加了13%,梅雨偏少年则是来自太平洋和印度洋的水汽输送较多,对江淮梅雨的水汽输送贡献分别达到了40%和30%,比梅雨偏多年约增加了5%和10%。  相似文献   

Study on low‐strain integrity testing of pipe‐pile using the elastodynamic finite integration technique     

Zhi Tang Lu  Zhi Liang Wang  Dong Jia Liu 《国际地质力学数值与分析法杂志》2013,37(5):536-550

This study focuses on the three‐dimensional (3‐D) characteristics of wave propagation in pipe‐pile using elastodynamic finite integration technique. First, a real 3‐D pile‐soil model in cylindrical coordinate system is presented. Then, the governing equations are established. With the boundary and initial conditions, the numerical solution is obtained. The accuracy and feasibility of the self‐written code are further verified via comparing with the measured data. Velocity histories at different angles of pile top and pile tip are illustrated, and the snapshots reflecting the 3‐D characteristics of wave propagation are given. It shows that the interferences of Rayleigh waves can confuse the result interpretation for pile integrity testing. The increase of hammer contact time can effectively mitigate the interferences, and the interferences of Rayleigh waves are weakest at an angle of 90° from where hammer hits. Besides, surrounding soil can partly mitigate the wave interferences. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

On the magnetic field diffusion in mhd modeling of the inner coma of comet halley     

M. D. Kartalev  V. I. Nikolova 《地球物理与天体物理流体动力学》2013,107(1-2):145-168

Abstract

Some approaches of one-dimensional time-dependent magneto-hydrodynamic modeling of the structure of the inner coma of comet Halley are considered. The influence of the magnetic field diffusion on this structure is studied. The solution of Cravens (1989) approach containing classic magnetic diffusion is compared with an approach containing a specific diffusion, caused by non-instantaneous mass-loading of new ions. A case with no magnetic field is also considered. Common features of all the solutions are obtained. Special attention is paid to the sharp velocity jump, synchronized with a local density pick. Some differences between two types of magnetic field diffusion are discussed. A possible connection is supposed between this consideration and the large-scale shock fitting modeling of the solar plasma-comet interaction.  相似文献   

Experimental and computational validation and verification of the Stokes–Darcy and continuum pipe flow models for karst aquifers with dual porosity structure     

Xiaolong Hu  Xiaoming Wang  Max Gunzburger  Fei Hua  Yanzhao Cao 《水文研究》2012,26(13):2031-2040

In our previous study, we developed the Stokes–Darcy (SD) model was developed for flow in a karst aquifer with a conduit bedded in matrix, and the Beavers–Joseph (BJ) condition was used to describe the matrix–conduit interface. We also studied the mathematical well‐posedness of a coupled continuum pipe flow (CCPF) model as well as convergence rates of its finite element approximation. In this study, to compare the SD model with the CCPF model, we used numerical analyses to validate finite element discretisation methods for the two models. Using computational experiments, simulation codes implementing the finite element discretisations are then verified. Further model validation studies are based on the results of laboratory experiments. Comparing the results of computer simulations and experiments, we concluded that the SD model with the Beavers–Joseph interface condition is a valid model for conduit–matrix systems. On the other hand, the CCPF model with the value of the exchange parameter chosen within the range suggested in the literature perhaps does not result in good agreement with experimental observations. We then examined the sensitivity of the CCPF model with respect to the exchange parameter, concluding that, as has previously been noted, the model is highly sensitive for small values of the exchange parameter. However, for larger values, the model becomes less sensitive and, more important, also produces results that are in better agreement with experimental observations. This suggests that the CCPF model may also produce accurate simulation results, if one chooses larger values of the exchange parameter than those suggested in the literature. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

塔河油田地面工程信息系统的设计与探讨     

申成祎 《测绘与空间地理信息》2010,33(1):122-123,126,130

着重探讨了塔河油田地面工程信息系统的建设思路和实现方法,针对油田的实际,以当前先进的组件式地理信息系统软件MAPGIS和可视化编程工具Microsoft Visual Studio构架的技术体系为基础,开发一套方便实用的油田地面工程信息系统。本系统建设为集原油集输、天然气和油田伴生气集输、道路、输供电线路为一体的可视化数据平台,实现了整个油田数据采集、管线图绘制,以及信息的浏览、查询统计、综合管理等功能。  相似文献   

The chronostratigraphy of a quaternary sequence at the distal part of the nile littoral cell,Haifa Bay,Israel     

Simona Avnaim‐Katav  Ahuva Almogi‐Labin  Amir Sandler  Dorit Sivan  Naomi Porat  Ari Matmon 《第四纪科学杂志》2012,27(7):675-686

The current detailed chronostratigraphic framework of the last 1 Ma of an eastern Mediterranean sequence (Haifa Bay, Israel) aims to examine the relative roles of sea‐level changes, climate and tectonics. Seven continuous marine cores, up to ～120 m long, were recovered from shallow water depths. The cores were dated by optically stimulated luminescence, ¹⁴C, magnetostratigraphy, ²³⁰Th/²³⁴U, ²⁶Al/¹⁰Be, occurrence of index fossils and correlated to the global sea‐level curve and Marine Isotope Stages (MIS). The sedimentary sequence accumulated during the last ca. 1.0 Ma consists of 21 transgression–regression units with hiatuses between them. Five marine/terrestrial cycles, which occur in the lower part of the sequence, are attributed to the Jaramillo subchron and the Brunhes–Matuyama boundary, and correspond to MIS 29–21. The top ～50 m includes three sedimentary cycles deposited in the last ca. 400 ka. The regressive phases during this interval correspond to Glacial MIS 8, 6 and 2, while the transgressions correspond to Interglacial MIS 11, 7, 5 and 1. Thus, for the first time, this study documents the longest Quaternary succession dated so far in a key area of the Levant, sensitive to global history of sea‐level changes and glacial/interglacial fluctuations. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献