基于能源消费的中国不同产业空间的碳足迹分析   总被引：10，自引：2，他引：8  

赵荣钦  黄贤金  钟太洋  彭佳雯 《地理学报(英文版)》2011,21(2):285-300

Using energy consumption and land use data of each region of China in 2007,this paper established carbon emission and carbon footprint model based on energy consumption,and estimated the carbon emission amount of fossil energy and rural biomass energy of dif-ferent regions of China in 2007.Through matching the energy consumption items with indus-trial spaces,this paper divided industrial spaces into five types:agricultural space,living & industrial-commercial space,transportation industrial space,fishery and water conservancy space,and other industrial space.Then the author analyzed the carbon emission intensity and carbon footprint of each industrial space.Finally,advices of decreasing industrial carbon footprint and optimizing industrial space pattern were put forward.The main conclusions are as following:(1) Total amount of carbon emission from energy consumption of China in 2007 was about 1.65 GtC,in which the proportion of carbon emission from fossil energy was 89%.(2) Carbon emission intensity of industrial space of China in 2007 was 1.98 t/hm2,in which,carbon emission intensity of living & industrial-commercial space and of transportation in-dustrial space was 55.16 t/hm2 and 49.65 t/hm2 respectively,they were high-carbon-emission industrial spaces among others.(3) Carbon footprint caused by industrial activities of China in 2007 was 522.34 106 hm2,which brought about ecological deficit of 28.69 106 hm2,which means that the productive lands were not sufficient to compensate for carbon footprint of industrial activities,and the compensating rate was 94.5%.As to the regional carbon footprint,several regions have ecological profit while others have not.In general,the present ecologi-cal deficit caused by industrial activities was small in 2007.(4) Per unit area carbon footprint of industrial space in China was about 0.63 hm2/hm2 in 2007,in which that of living & indus-trial-commercial space was the highest (17.5 hm2/hm2).The per unit area carbon footprint of different industrial spaces all presented a declining trend from east to west of China.  相似文献   

江苏省煤炭资源现状及开发利用建议          下载免费PDF全文

平立华  孟运平  潘树仁  孙升滨  王可新 《沉积与特提斯地质》2015,(1):109-112

通过对江苏省煤炭资源特征及利用现状分析,在安全、高效、环保优先的前提下,建议选择新兴煤炭地下气化高新技术,开启江苏省煤炭资源开发利用的新模式,详细分析了采用煤炭地下气化高新技术开发利用江苏省煤炭资源的五大优点,为江苏省煤炭资源开发利用探求一条新路子。  相似文献   

卵石地层的特殊性及其对基坑支护的影响分析     

刘伍  李海明 《城市地质》2015,(Z2)

主要从卵石地层的特征分类、特殊结构及场内施工条件3个方面,对基坑支护结构选型及施工工艺选择进行深入、系统的分析论证,力求使在卵石地层中的基坑支护设计方案更科学、经济,使施工方法、工艺更具可操作性。  相似文献   

顶空进样-固相微萃取测定饮用水源水中吡啶   总被引：2，自引：1，他引：1  

赖永忠 《岩矿测试》2011,30(5):596-600

用75μm CarboxenTM-Polydimethylsiloxane(CAR-PDMS)固相微萃取头顶空萃取15 mL水样中的吡啶,萃取物用气相色谱-质谱法进行分离和检测,采用内标法和质谱的选择离子监测模式进行定量分析。优化了顶空进样-固相微萃取条件,获得较佳的萃取温度(58.0℃)和萃取时间(40 min)。在优化的条件下,方法检出限为1.5μg/L,标准曲线的线性相关系数为0.9994,线性范围为2.5～50.0μg/L;饮用水源水和纯水加标平均回收率为75.6%～81.3%,相对标准偏差(RSD,n=6)为9.60%～12.21%。使用顶空萃取方式可避免样品基体的复杂性,有利于保护萃取头涂层,同时无需使用有机萃取溶剂;使用质谱检测器可减小假阳性带来的影响。顶空进样-固相微萃取操作简单、环保、灵敏度高,适合用于饮用水源水中吡啶的监测分析。  相似文献   

不同岩溶储水结构分析与地球物理勘察   总被引：2，自引：0，他引：2  

甘伏平 《地质与勘探》2011,47(4):663-672

岩溶区储水结构是寻找地下水最为有利的靶区。在可溶岩与非可溶边界呈串珠状发育的岩溶泉、漏斗等,常指示地下岩溶强烈发育,接触界面的可溶岩为找水的有利部位。在背斜轴部,由于来自侧翼的挤压作用,灰岩、白云岩等硬脆性岩石易形成张性裂隙密集带,成为地下水的有利赋存部位。断裂、构造裂隙密集带使地下水互为沟通,成为良好的储水载体。在这...  相似文献   

吴堡县横沟水源地HS3渗流井的设计与施工          下载免费PDF全文

张兴勤  秦宇鹏  王振福 《探矿工程》2011,38(5):61-64

渗流井取水是利用河床松散砂砾石含水层为天然滤床开发地表水、地下取水的一种给水技术。结合吴堡县东部河谷区横沟段三号渗流井（HS3渗流井）施工实例,对渗流井的取水原理、设计思路、施工方法及技术要点进行了总结。  相似文献   

Implementation of a second‐order paraxial boundary condition for a water‐saturated layered half‐space in plane strain     

John L. Tassoulas 《地震工程与结构动力学》2011,40(5):531-550

A half‐space finite element and a transmitting boundary are developed for a water‐saturated layered half‐space using a paraxial boundary condition. The exact dynamic stiffness of a half‐space in plane strain is derived and a second‐order paraxial approximation of the stiffness is obtained. A half‐space finite element and a transmitting boundary are then formulated. The development is verified by comparison of the dynamic stiffness of impermeable and permeable rigid strip foundations with other published results. The advantage of using the paraxial boundary condition in comparison with the rigid boundary condition is examined. It is shown that the paraxial boundary condition offers significant gain and the resulting half‐space finite element and transmitting boundary can represent the effects of a water‐saturated layered half‐space with good accuracy and efficiency. In addition, the numerical method described herein maintains the strengths and advantages of the finite element method and can be easily applied to demanding problems of soil–structure interaction in a water‐saturated layered half‐space. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

可液化土层隧道围岩的动力响应及液化区发展分析     

佘芳涛  邵生俊  杨素新 《地震工程与工程振动》2011,31(3):11-17

隧道可液化土层围岩对地震动作用非常敏感,可液化土层动孔压的产生和发展使得地下结构受到上浮作用,从而影响地下结构的稳定性.通过对可液化土层中隧道动力响应计算,研究了不同静应力场隧道围岩动孔压场分布、围岩液化区域分布以及衬砌结构仰拱底与拱顶的动孔压差变化.研究结果表明,不同静应力场对围岩可液化土的动孔压分布、液化区域分布及...  相似文献   

水轮机流道压力脉动诱发厂房振动分析   总被引：2，自引：0，他引：2  

郭涛  张立翔  姚激 《地震工程与工程振动》2011,31(6):136-140

水轮机压力脉动是引起厂房内源振动的主要诱因,如何在振动系统中合理、准确地施加水力荷载的振源特性,是目前机组振动分析的主要难点.文中将压力脉动假定为简谐荷载,通过跟踪楼板的振动变化和共振校核确定机组的振源特性,采用有限元法精细模拟了水轮机流道压力脉动诱发的厂房振动问题,并结合电站特点提出振动控制标准的建议值,由此对振动进...  相似文献   

Seismic design factors for RC special moment resisting frames in Dubai, UAE     

Mohammad AlHamaydeh  Sulayman Abdullah  Ahmed Hamid  Abdilwahhab Mustapha 《地震工程与工程振动(英文版)》2011,10(4):495-506

This study investigates the seismic design factors for three reinforced concrete (RC) framed buildings with 4, 16 and 32-stories in Dubai, UAE utilizing nonlinear analysis. The buildings are designed according to the response spectrum procedure defined in the 2009 International Building Code (IBC’09). Two ensembles of ground motion records with 10% and 2% probability of exceedance in 50 years (10/50 and 2/50, respectively) are used. The nonlinear dynamic responses to the earthquake records are computed using IDARC-2D. Key seismic design parameters are evaluated; namely, response modification factor (R), deflection amplification factor (Cd), system overstrength factor (Ωo), and response modification factor for ductility (Rd) in addition to inelastic interstory drift. The evaluated seismic design factors are found to significantly depend on the considered ground motion (10/50 versus 2/50). Consequently, resolution to the controversy of Dubai seismicity is urged. The seismic design factors for the 2/50 records show an increase over their counterparts for the 10/50 records in the range of 200%-400%, except for the Ωo factor, which shows a mere 30% increase. Based on the observed trends, period-dependent R and Cd factors are recommended if consistent collapse probability (or collapse prevention performance) in moment frames with varying heights is to be expected.  相似文献