上海城市对太阳辐射的影响   总被引：4，自引：0，他引：4  

周淑贞  邵建民 《地理学报》1987,(4)

上海是我国人口密度、建筑物密度和能源消耗量最大的城市,其对太阳辐射的影响十分显著,主要表现为:(一) 自六十年代末期开始,上海龙华台的太阳直接辐射显著减少,散射辐射逐渐增加,总辐射有所减少,而在同时期内上海郊县站则无此变化。谱分析结果表明,上海城市太阳辐射的这一变化趋势,与市区的耗煤量和降尘量密切相关。(二) 由同一时期城市与郊区所观测到的日照百分率和云量记录及回归方程计算,得知城区的太阳直接辐射和总辐射值比郊区小,散射辐射值比郊区大,城市有混浊岛效应。  相似文献   

崩岗地貌发育的土体物理性质及其土壤侵蚀意义——以广东五华县莲塘岗崩岗为例   总被引：2，自引：0，他引：2  

刘希林  张大林  贾瑶瑶 《地球科学进展》2013,28(7):802-811

崩岗集中发育在我国广东、福建等东南7省(自治区),面积约5万km2,是华南地区土壤侵蚀最严重的区域.崩岗是水力—重力复合侵蚀交替作用的产物,也是沟谷侵蚀发展的结果.崩岗主要发育在花岗岩厚层风化壳上,崩岗土体以高黏粒、低砾石含量的粗砂土为基本特征.崩岗崩积锥土体粒径自坡顶至坡脚由粗变细,反映出坡面流水的侵蚀和搬运过程.崩岗土体可蚀性强,可蚀性因子K值平均为0.26,比花岗岩红壤地区的平均K值高0.03 ～ 0.05.崩积锥坡脚K值大于坡顶,即坡脚可蚀性大于坡顶.崩岗崩壁和崩积锥土体的平均黏粒含量为10.13％,大于5％这一泥石流形成的必要条件.崩岗流域地形陡峻,一旦遭遇强降雨,有条件转化成“泥石流”.崩岗形成的“泥石流”平均中值粒径仅为常规泥石流的1/12,砾石含量仅为1/4.因此,崩岗型泥石流(即由崩岗转化成的“泥石流”)并不是通常意义上的泥石流,是广义泥石流大类中的一个新种——泥砂流.  相似文献   

Illite Crystallinity Mapping of Very Low Grade Metamorphism of Triassic Metapelites in the Zoig(e) Area,Western China     

TANG Yan  SANG Longkang  YUAN Yanming  YU Jishun  ZHANG Yunpeng  QI Xianmao  YANG Yunlong 《《地质学报》英文版》2012,86(1)

X-ray diffraction methods for estimating the metamorphic grade of diagenetic,anchizone and epizone in metapelites are reviewed and applied to samples from a 7000 m+ borehole in western China and surfac...  相似文献   

青海省典型土遗址病害及动力测试分析          下载免费PDF全文

王常亚  石玉成  刘琨    李桐林  缐正英 《世界地震工程》2021,(2):232-240

通过调查青海省四处典型土遗址发现表面剥蚀、冲沟、裂缝、坍塌、人为破坏等病害普遍存在,门源古城和湟中县部分长城因缺乏保护,人为破坏情况严重,土遗址保存状况恶劣;大通县长城和湟中县加牙烽燧在开展保护工程后,土遗址整体保存状况良好。大通县长城2处墙体的现场脉动观测结果显示:（1）2处墙体的速度峰值随高度增加有明显放大现象,一号墙体由底部到顶部速度峰值放大1.7倍,二号墙体放大2.9倍,放大效应让2处墙体在地震时更不稳定;（2）两处墙体的测试频率在3.04 Hz至5.71 Hz之间,通过计算获得一、二号墙体差值百分比分别为30.5%和11.1%,表明二号墙体与场地相互作用明显,处于高风险影响,当遭遇地震的卓越频率与之相近时会发生明显的共振现象。因此应对观测处墙体进行加固,以减小与场地的相互作用,提高墙体的抗震稳定性。  相似文献   

基于遥感影像的建筑抗震能力分析     

李姜  张合  刘志辉  许冲 《震灾防御技术》2021,16(2):371-380

据震害统计,房屋抗震能力是影响灾害的主要因素,抗震能力一般由房屋抗震设防水平、结构类型、建造年代和房屋层数等因素决定,通过对房屋抗震能力的综合评定,以便采取更有针对性的地震灾害对策。本文通过遥感影像实现房屋基本信息的快速提取,提高房屋结构类型获取的便捷性,具有较高的准确度和可靠度,并利用抽样调查得到张家口万全区房屋建造年代和层数分布特点,结合当地抗震设防水平,建立房屋抗震能力指数指标体系,阐述房屋抗震能力现状,为地震灾害损失评估、风险普查、风险区划等工作提供参考。  相似文献   

Spatiotemporal seismic hazard and risk assessment of M9.0 megathrust earthquake sequences of wood‐frame houses in Victoria,British Columbia,Canada     

Lizhong Zhang  Katsuichiro Goda  Maximilian J. Werner  Solomon Tesfamariam 《地震工程与结构动力学》2021,50(1):6-25

Megathrust earthquake sequences, comprising mainshocks and triggered aftershocks along the subduction interface and in the overriding crust, can impact multiple buildings and infrastructure in a city. The time between the mainshocks and aftershocks usually is too short to retrofit the structures; therefore, moderate‐size aftershocks can cause additional damage. To have a better understanding of the impact of aftershocks on city‐wide seismic risk assessment, a new simulation framework of spatiotemporal seismic hazard and risk assessment of future M9.0 sequences in the Cascadia subduction zone is developed. The simulation framework consists of an epidemic‐type aftershock sequence (ETAS) model, ground‐motion model, and state‐dependent seismic fragility model. The spatiotemporal ETAS model is modified to characterise aftershocks of large and anisotropic M9.0 mainshock ruptures. To account for damage accumulation of wood‐frame houses due to aftershocks in Victoria, British Columbia, Canada, state‐dependent fragility curves are implemented. The new simulation framework can be used for quasi‐real‐time aftershock hazard and risk assessments and city‐wide post‐event risk management.  相似文献   

A derivation of the Isted formula for average mineral grade of a triangular prism     

D. F. Watson  G. M. Philip 《Mathematical Geology》1986,18(3):329-333

The Isted formula, which provides an exact calculation of the spatial average of mineral grade in a triangular prism under the assumption of linear change, is derived, and its limitations outlined. This formula may be used to estimate the mean of any trivariate function whenever variation in the vertical direction can be considered negligible.  相似文献   

Effect of various transformations on the analysis of percentage data     

J. C. Butler 《Mathematical Geology》1981,13(1):53-68

Proper analysis of transformed data arrays (such as percentages) requires paying special attention to the effects of the transformation process itself. Effects of several commonly used transformations (including percentage formation, row and column normalization, and the square root transformation) have been examined with emphasis placed on changes in the statistical and geometrical properties of column vectors that accompany the application of the transformation. Even though many transformations, including taking the square root, open up the percentage array, this does not allow one to ignore the fact that percentage formation may have considerably modified the statistical and geometrical properties of the columns of the matrix. In preparing to analyze percentages one should give serious consideration to using the row normalized form of the data matrix. The individual elements in such a matrix are the direction cosines of the vector in M-dimensional space, the row vectors are of unit length, and the row normalized matrix computed from the closed array is equal to the row normalized, open matrix that is unobservable. Application of a column transformation (such as range restriction and proportion of the maximum) destroys the equality of the open and percentage row normalized matrices. Despite repeated claims to the contrary, one can not deduce the statistical and geometrical properties of the open matrix given only the statistical and geometrical properties of the closed matrix.  相似文献   

稀土元素内潜同晶分馏模式及其意义          下载免费PDF全文

李生  徐永生 《沉积与特提斯地质》2002,22(1):72-82

稀土元素所具有的内潜同晶现象,可将其14个元素则可视为一个元素,而其它稀土元素视为其同位素,其在地质作用过程中,将像同位素一样,存在分馏。按照同位素的分馏模式,以球粒陨石值作为标准,计算出每一个稀土元素的分馏值,其值按δREE=[(REE/ΣREE)样品/(REE/ΣREE)球粒陨石-1]×100计算,以此为纵坐标,以原子序数为横坐标,作一个模式图,这种模式图称为稀土元素内潜同晶分馏模式图。该模式图在岩石成因,特别是岩浆岩的成因、岩浆岩的演化等方面有其独特的意义。  相似文献   

岩石质量描述图与岩石质量风险分析探讨   总被引：4，自引：0，他引：4       下载免费PDF全文

章杨松  李家新等 《地质论评》2001,47(2):146-150

本文针对结构面间距最常见的两种分布形式－－负指数分布和对数正态分布，探讨了岩石质量指标（RQD）的Monte-Carlo模拟方法，首和无根据结构面间距分布密度函数产和一包含50万个随机结构面并按生成顺序排列的模拟真实岩体的总测线，然后为了和实际 钻探时以2米测线计算RQD相一致，在总测线上按均匀分布形式随机抽取大于等于2米的局部测线共5万个计算RQD单值，并进一步统计得出所有RQD的平均值，RQD累积分布曲及岩石质量描述图，对于自然界大部分岩体，可根据结构面间距统计参数，直接在本文得出的一系列岩石质量图上定出RQD平均值，岩石质量百分比（RQP）及岩石质量风险（RQR）。  相似文献