不同城市规划的生态质量差异对比研究     

方灿莹  胡秀娟  徐涵秋  王美雅  林中立 《地球信息科学学报》2017,19(8):1097-1107

为定量分析不同城市规划理念带来的生态质量差异,本文以福州市在不同时期规划建设的2座体育场馆为例,基于Sentinel-2A遥感影像,应用新型遥感生态指数RSEI分析对比了这2座体育场馆的生态效应。在全面分析其主要地表覆盖信息的基础上,探讨了二者之间生态质量差异的原因。研究发现,采用传统理念规划的福建省奥林匹克体育中心的生态指数RSEI均值为0.39,而实行绿色生态规划的海峡奥林匹克体育中心的RSEI均值为0.42,优于福建省奥林匹克体育中心。总的看来,海峡奥体中心在规划中采用透水铺装和不勾缝的铺装形式,加大绿地斑块面积以及预留风道等绿色措施有效地提高了地表湿度、降低了地表温度和干度,从而对该体育中心的生态质量起到积极的作用。  相似文献   

基于LUR的二氧化氮浓度空间分布模拟及其下垫面影响因素分析     

施媛媛  李仁东  邱娟  黄端  王海芳 《地球信息科学学报》2017,19(1):11-19

随着经济的快速发展,空气污染已经成为当今重要的环境问题,引起公众的广泛关注,二氧化氮（NO₂）作为主要的空气污染物之一,成为相关研究的重点。通过监测数据发现,二氧化氮质量浓度值的空间分布具有区域性差异,所以对其空间分布模拟,以及形成区域差异的下垫面影响因素分析,具有重要的研究价值。土地利用回归模型（Land-use Regression,LUR）是将统计方法中的回归模型与空间上的土地利用数据、监测数据和其他相关的地理数据结合分析并在地图上显示的方法。本文结合缓冲区分析、叠加分析、Spearman相关性分析、多元回归分析等方法构建土地利用回归模型（Land Use Regression,LUR）,用于识别与NO₂浓度相关的下垫面影响因素,并模拟NO₂质量浓度的空间分布。LUR模型可以模拟出NO₂质量浓度空间分布特征,并针对下垫面影响因素得到以下结论：城乡居住地及工业用地面积增加、污染源的距离减少和道路长度增加会导致NO₂浓度升高;耕地面积、绿地面积和水域面积的增加会导致NO₂浓度减少;NO₂浓度最高的区域主要集中在工业园区;NO₂浓度值从城区到郊区递减,需要通过改变工业区结构和增加绿地面积来减少城区的NO₂浓度。  相似文献   

1975-2005年中国铁路机车的CO2排放量   总被引：4，自引：3，他引：1       下载免费PDF全文

何吉成  李耀增 《气候变化研究进展》2010,6(1):35-39

基于我国铁路部门逐年统计数据,计算了1975-2005年我国铁路机车的CO₂排放量,分析了我国铁路机车CO₂排放强度及其变化特点。结果表明,由于蒸汽机车不断被内燃机车和电力机车所取代,我国蒸汽机车CO₂年排放量逐年降低,内燃机车的CO₂年排放量逐年上升,铁路机车CO₂总排放量由1975年的4223万t降至2005年的1640万t,CO₂排放强度呈现明显的降低趋势,年均降低2.4 g /换算吨公里。我国铁路机车的CO₂排放量占整个交通运输仓储和邮政行业CO₂排放量的比重也呈逐年降低趋势。  相似文献   

Corrosion behavior of anodic oxidized TiO<Subscript>2</Subscript> film in seawater     

Min Wang  Wei Wang  Benlin He  Mingliang Sun  Yansheng Yin  Lan Liu  Wuyuan Zou  Xuefei Xu 《中国海洋大学学报(英文版)》2010,9(4):376-380

TiO₂ films were formed on metallic titanium substrates by the anodic oxidation method in H₂SO₄ solution under the 80V D.C.. Phase component and microstructure were characterized by X-ray diffraction (XRD) and scanning electron microscopy (SEM). Water contact angles on titanium oxide film surface were measured under both dark and sunlight illumination conditions. Corrosion tests were carried out in seawater under different illumination conditions by electrochemistry impedance spectrum (EIS) and polarization curves. The result showed that the TiO₂ film prepared by the anodic oxidation method was anatase with a uniform structure and without obvious pores or cracks on its surface. The average water contact angle of the film was 116.4° in dark, in contrast to an angle of 42.7° under the UV illumination for 2 hours, which demonstrates good hydrophobic property. The anti-corrosion behavior of the TiO₂ film was declining with the extended immersion time. Under dark conditions, however, the hydrophobic TiO₂ film retarded the water infiltrating into the substrate. The impedance changed slowly and the corrosion current density was 2 orders of magnitude lower than that with the film illuminated by sunlight. All of those mentioned above indicate that the TiO₂ film possesses much better performance under dark condition, and it can be applied as an engineering material under dark seawater environment.  相似文献   

真三轴条件下Q2黄土的破坏模式与强度特性研究   总被引：3，自引：0，他引：3  

于清高  邵生俊  佘芳涛  张建辉 《岩土力学》2010,31(1):66-70

基于西安理工大学自主研发的新型真三轴试验仪,对不同含水率Q2黄土在不同b值、不同固结围压条件下进行了真三轴试验研究,分析了真三轴试样破坏方式、中主应力对抗剪强度参数的影响以及π平面上的强度破坏面。结果表明,Q2黄土真三轴试样破坏方式主要有侧胀破坏、锥形破坏、梯形破坏、六边形破坏;不同b值应力路经条件下黏聚力与三轴压缩条件下黏聚力的比值在0.9～1.9之间,内摩擦角比值在0.7～1.5之间。土的结构性和土体破坏方式对π平面上的强度破坏面的形状影响较大,固结围压对π平面上的强度破坏面的大小影响较大;原状Q2黄土在π平面上的强度破坏面形状主要呈现梨形和轴对称六边形;随着结构性由强到弱,π平面上的强度破坏面形状由梨形向轴对称六边形变化。  相似文献   

原状Q2黄土三轴剪切细观结构演化定量研究   总被引：1，自引：0，他引：1  

方祥位  申春妮  陈正汉  刘厚健  黄雪峰 《岩土力学》2010,31(1):27-31

基于非饱和原状Q2黄土CT-三轴剪切试验得到的结构演化清晰的CT图像及CT数据,提出利用CT数随偏应力的关系确定屈服应力的新方法。基于CT数定义了结构性参数和结构演化变量;分析了结构演化变量与净围压和吸力的关系,相对于应变（包括偏应变和体应变）,当吸力相同时,净围压越大,结构演化变量值越大;当净围压相同时,吸力越大,结构演化变量值越小。建立了非饱和原状Q2黄土三轴剪切过程的结构演化方程,该方程为结构演化变量与偏应变和体应变的关系,能同时反映净围压和吸力等对结构演化的影响。利用提出的结构演化方程对试验数据进行拟合,拟合结果较理想。  相似文献   

西安地铁2号线隧道穿越地裂缝带的设防参数     

黄强兵  彭建兵  邓亚虹  范文 《岩土力学》2010,31(9):2882-2888

基于西安地裂缝成因、基本特征和未来活动趋势分析,通过几何缩比为1：5的地裂缝活动模型试验和地裂缝活动对盾构隧道影响的数值模拟计算,研究了西安地铁2号线隧道正交穿越地裂缝带的设防参数。通过分析地裂缝年平均活动速率和历史最大活动量,确定了与地铁2号线相交的各条地裂缝的最大垂直位移量的预测值和设计建议值。模型试验和数值模拟结果表明,正交条件下地铁隧道在地裂缝活动地段的设防宽度为60 m,即上盘为35 m,下盘为25 m;沿隧道纵向地裂缝两侧地层变形规律呈现台阶状突变变形,隧道纵向设计可将上盘视为整体下降来考虑;地铁隧道穿越地裂缝带必须分段设缝以适应地裂缝的变形,其分段长度在地裂缝主影响区按10 m进行设防,在一般影响区可按10～15 m进行分段设防。研究结果可为地铁隧道穿越地裂缝带的结构设计提供参考。  相似文献   

青藏高原湖泊Mg~(2+)、Ca~(2+)和Mg/Ca盐度指示意义的初步分析   总被引：1，自引：0，他引：1  

王海雷  王云生 《湖泊科学》2010,22(6):894-900

总结了青藏高原地区400多个湖泊湖水的Mg2+、Ca2+和Mg/Ca等水化指标与湖水盐度的相关关系,以及这种关系随着湖水变化(不同采样时间和采样点以及自然蒸发)而产生的变化规律.结果表明:青藏高原湖泊湖水的Mg2+浓度与盐度具有较为稳定的正相关关系,而Ca2+和Mg/Ca与盐度的相关性较弱.在对于某一特定水化学类型的湖泊,一般碳酸盐型湖泊的Mg2+、Ca2+以及Mg/Ca等指标与盐度均没有明显的相关性;硫酸盐型湖泊中Mg2+浓度和盐度呈现较高的正相关关系,而Ca2+以及Mg/Ca与盐度的相关性仍很弱;而在氯化物型湖泊中,Mg2+浓度与盐度呈更高的正相关性,Ca2+浓度也与盐度呈一定的正相关性,Mg/Ca这一指标与盐度的相关性依然很弱.而对某一特定湖泊,在不同演化阶段或不同的采样地点,Mg2+浓度与盐度仍然保持明显的正相关关系,而Ca2+以及Mg/Ca与盐度的相关性仍然不稳定或很弱.在青藏高原作古环境重建应用的时候,湖水Mg2+浓度是古盐度一个较好的转换指标,而Ca2+以及Mg/Ca的古盐度指示意义相对较弱.  相似文献   

Benchmark on the numerical simulations of the hydrodynamic and morphodynamic evolution of tidal channels and tidal inlets     

N. Tambroni  C. Ferrarin  A. Canestrelli 《Continental Shelf Research》2010

A correct understanding of the hydrodynamics and morphodynamics of tidal basins is of fundamental importance for the fate of the Venice Lagoon, Italy. If on one hand, the development of sophisticated numerical models is called for in order to reproduce the complexity of the mechanisms governing the morphodynamic evolution of many natural environments, including lagoons, on the other hand, a clear knowledge of the reliability and limits of the results provided by these models is crucial in order to establish the condition under which they can be safely applied. To this aim, researchers involved in numerical modeling in the framework of the recent Corila research programmes, agreed to perform an accurate comparison of results provided by three different numerical models, applying them to the test case offered by the experimental investigations performed under controlled conditions by Tambroni et al. (2005a). Here, we consider the following numerical models: (i) a 2D finite element hydrodynamic model coupled with a 2D finite volume morphodynamic model (5 and 3); (ii) a 2D finite element morphodynamic model (Ferrarin et al., 2008); (iii) a 2D depth-averaged model for the inlet region, coupled with a 1D model for the channel (Tambroni et al., 2005b). A first set of simulations concerns the fixed bed case and shows that all the models provide similar results: in particular, they are able to predict the observed free surface oscillations satisfactorily, while comparison with the measured velocity field is less satisfactory. Moreover, as far as the flow field at the inlet is concerned, the models describe accurately the potential flow into the channel during the flood phase, while they are not able to adequately reproduce the occurrence of the fine structure of the shear layers shed by the inlet edges during the ebb phase. This limit is related to the shallow water character of the models. As for the morphodynamics, the long term equilibrium configurations of the bottom of the channel and of the near inlet region show qualitative agreement with the experimental observations, although in this case the differences between the results provided by the distinct numerical approaches are more marked.  相似文献   

SWAT model application and prediction uncertainty analysis in the Lake Tana Basin,Ethiopia   总被引：4，自引：0，他引：4  

Shimelis G. Setegn  Ragahavan Srinivasan  Assefa M. Melesse  Bijan Dargahi 《水文研究》2010,24(3):357-367

Lake Tana Basin is of significant importance to Ethiopia concerning water resources aspects and the ecological balance of the area. Many years of mismanagement, wetland losses due to urban encroachment and population growth, and droughts are causing its rapid deterioration. The main objective of this study was to assess the performance and applicability of the soil water assessment tool (SWAT) model for prediction of streamflow in the Lake Tana Basin, so that the influence of topography, land use, soil and climatic condition on the hydrology of Lake Tana Basin can be well examined. The physically based SWAT model was calibrated and validated for four tributaries of Lake Tana. Sequential uncertainty fitting (SUFI‐2), parameter solution (ParaSol) and generalized likelihood uncertainty estimation (GLUE) calibration and uncertainty analysis methods were compared and used for the set‐up of the SWAT model. The model evaluation statistics for streamflows prediction shows that there is a good agreement between the measured and simulated flows that was verified by coefficients of determination and Nash Sutcliffe efficiency greater than 0·5. The hydrological water balance analysis of the basin indicated that baseflow is an important component of the total discharge within the study area that contributes more than the surface runoff. More than 60% of losses in the watershed are through evapotranspiration. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献