Good practice policies to bridge the emissions gap in key countries     

《Global Environmental Change》2022

One key aspect of the Paris Agreement is the goal to limit the global average temperature increase to well below 2 °C by the end of the century. To achieve the Paris Agreement goals, countries need to submit, and periodically update, their Nationally Determined Contributions (NDCs). Recent studies show that NDCs and currently implemented national policies are not sufficient to cover the ambition level of the temperature limit agreed upon in the Paris Agreement, meaning that we need to collectively increase climate action to stabilize global warming at levels considered safe. This paper explores the generalization of previously adopted good practice policies (GPPs) to bridge the emissions gap between current policies, NDCs ambitions and a well below 2 °C world, facilitating the creation of a bridge trajectory in key major-emitting countries. These GPPs are implemented in eleven well-established national Integrated Assessment Models (IAMs) for Australia, Brazil, Canada, China, European Union (EU), India, Indonesia, Japan, Russia, South Korea, and the United States, that provide least-cost, low-carbon scenarios up to 2050. Results show that GPPs can play an important role in each region, with energy supply policies appearing as one of the biggest contributors to the reduction of carbon emissions. However, GPPs by themselves are not enough to close the emission gap, and as such more will be needed in these economies to collectively increase climate action to stabilize global warming at levels considered safe.  相似文献   

齐齐哈尔嫩江公路大桥原型及模型振动试验     

于天来  陈汝彬 《地震工程与工程振动》1997,17(1):121-126

本文阐述了嫩江公路大桥原型及模型动力试验，通过实测数据分析，给出了该桥的动态特性及振动响应。  相似文献   

镇江—扬州长江河谷第四系沉积演变特征     

陈希祥 《地层学杂志》2001,25(1):51-54

镇江、扬州间之长江河谷是拟建长江公路大桥桥址比选的优异地段。勘察资料证实 :河谷第四系由上更新统中段、全新统中上段组成、海侵、海退及新构造运动的升降制约了第四系沉积与演变 ,致使第四系呈现侵蚀不整合、半旋回序列。河道经历了山前河流、河口沙坝、三角洲平原的发育阶段 ,河道在自北而南迁移总趋势下 ,曾有多次往复摆动 ,现今仍在向南侧蚀。沿江岸带城镇座落、人口稠密、经济繁荣、素有“金三角”之称 ,不言而喻 ,加强其沉积演变势态的研究具有特殊的社会与经济意义。  相似文献   

新亚欧大陆桥新疆段环境地质灾害研究   总被引：1，自引：2，他引：1  

陈亚宁  李卫红  杨思全  李向军  陈利军  尹永顺 《干旱区地理》2001,24(1):30-36

新亚欧大陆桥新疆段是我国西部重要生命线工程 ,横跨四大不同地貌单元 ,孕育了由暴雨山洪形成的水害、大风、沙害等为主要类型的环境地质灾害。重大水害事件形成于 2 5mm/h或≥ 30mm/d雨强过程中 ,集中出现在 7月份 ;大风刮翻列车的临界风速为 35m/s～ 6 7m/s之间 ,发生在山体豁口及呈“箱”型谷地的风口区 ;风沙流含沙量随高度遵循指数函数关系分布 ,在风向与线路夹角 >45°时 ,线路积沙厚度迅速增加。对各工务段辖属区段易损性分析表明 ,区段灾害活动强度依次为 :乌鲁木齐 >石河子 >奎屯 >柳园 >鄯善 >哈密。未来水害频次和强度将日趋增大 ,沙害范围及影响程度将日益加重。  相似文献   

桥A-237R基础的刚度研究     

穆翠玲  王文俊  MU Hui-min 《世界地震工程》2007,23(1):165-169

根据FHWA的报告，由土壤和桩的几何特性推出了桥梁基础刚度的线性和非线性计算方法。以桥A-237R为例，研究了基础刚度对结构响应的影响，并得出了基础的线性刚度可代替非线性刚度来计算结构的振动响应的结论。  相似文献   

Seismic behavior of a post-tensioned integral bridge including soil–structure interaction (SSI)     

Constantine Spyrakos  George Loannidis 《Soil Dynamics and Earthquake Engineering》2003,23(1):53-63

Current practice usually pays little attention to the effect of soil–structure interaction (SSI) on seismic analysis and design of bridges. The objective of this research study is to assess the significance of SSI on the modal with geometric stiffness and seismic response of a bridge with integral abutments that has been constructed using a new bridge system technology. Emphasis is placed on integral abutment behavior, since abutments together with piers are the most critical elements in securing the integrity of bridge superstructures during earthquakes. Comparison is made between analytical results and field measurements in order to establish the accuracy of the superstructure–abutment model. Sensitivity studies are conducted to investigate the effects of foundation stiffness on the overall dynamic and seismic response of the new bridge system.  相似文献   

藏东八宿怒江桥—邦达一带嘉玉桥群研究的新进展     

王克勇 《地质通报》1998,(1)

在西藏八宿怒江桥—邦达一带嘉玉桥群中发现较丰富的化石,其中腕足类有：Ｎｅｏｓｐｉｒｉｆｅｒ,Ｓｙｒｉｎｇｏｔｈｙｒｉｓ？Ａｓｙｒｉｎｘｉａ,Ｓｐｉｒｉｆｅｒ;牙形石：Ｐａｌｍａｔｏｄｅｌａｄｅｌｉｃｕｔｕｌａ,Ｐａｌｍａｔｏｌｅｐｉｓｇｒａｃｉｌｉｓｓｉｇｍｏｉｄａｌｉｓ,Ｓｐａｔｈｏｇｎａｔｈｏｄｕｓｃｆ．Ｓｔａｂｉｌｉｓ,Ｐｏｌｙｇｎａｔｈｕｓｐｕｒｕｓ;孢子：Ｌｅｉｇａｔｏｓｐｏｒｉｔｉｓｖｕｌｇａｒｉｓ,Ｃｒａｓｉｓｐｏｒａｔｒｙｃｈｅｒａ,Ｓｕｌｃａｔｉｓｐｏｒｉｔｅｓｏｖａｔｕｓ,Ｌｉｍｉｔｉｓｐｏｒｉｔｅｓ,Ｌｅｉｏｔｒｉｌｅｔｅｓ等。据此对嘉玉桥群的划分和时代进行了重新厘定。  相似文献   

LOCAL SCOUR AROUND BRIDGE ABUTMENTS   总被引：2，自引：0，他引：2  

Er. Shri Ram CHAURASIA  Pande B.B. LAL Assistant Professor  Civil Engineering Department  Madan Mohan Malaviya Engineering College  Gorakhpur- 《国际泥沙研究》2002,17(1)

1 INTRODUCTION The protrusion of a bridge abutment or a spur dike into the main channel creates a disturbance and obstruction to the otherwise equilibrium state of sediment transportation in an alluvial river. The flow accelerates and separates at the upstream face of the abutment as it moves past the obstacle, creating a vortex trail that moves downstream in a direction approximately perpendicular to the structure. The result is that the bed around the structure is eroded locally. The l…  相似文献   

杭州湾跨海大桥河工模型设计与验证     

熊绍隆  方正  韩海骞  陈武  俞月阳  曾剑 《海洋学研究》2002,20(4):50-56

根据平面二维非恒定流运动方程和连续方程推导出模型相似比尺,从而进行模型设计。模型上边界选在老盐仓,下边界定在金山,模拟总水域面积约2200km2;模型先按1998年实测的准1∶50000水下地形制作,并利用1998年大范围水文资料作初步验证,再运用2000年9月杭州湾实测水下地形及大范围同步水文测验资料对模型进行正式验证。验证结果表明,模型沿程潮位、模型测点流速、流向等均与水文测验资料吻合良好,达到了较高的验证精度,为杭州湾跨海大桥建成后对周围水域变化情况的预测和桥轴线与桥孔布设合理性论证奠定了坚实的基础。  相似文献   

杭州湾跨海大桥南航道通航孔通航净空尺度     

徐骏  金允龙 《海洋学研究》2002,20(4):42-49

在杭州湾交通通道预可行性研究阶段的《通航标准论证报告》及杭州湾交通通道有关专题研究成果的基础上,依据浙江省交通厅文件的精神,结合杭州湾的水文、河势、港口、航道等基本状况、条件以及通航船舶现状与未来对通航发展的要求等,确定了杭州湾跨海大桥南航道的通航净空尺度和桥位航道中心线及通航孔的位置。在杭州湾南航道中心线设了3个通航孔,其中1个为主通航孔,2个为副通航孔。主通航孔可通行总长为97m,宽为14m的3000t级杂货船,净空高度不于31m,净空宽度不小于125m,单向通航;副通航孔可通行总长小于33m,宽为7.2m的小型船舶,净空高度不小于20m,净空宽度不小于50m,单向通航。最高通航水位为5.19m。  相似文献