基于性能的碳纤维抗震加固设计

本文探讨了基于性能的加固设计的基本思路和设计过程,并给出了一个基于性能的碳纤维加固设计的工程实例,采用pushover静力推覆分析的方法分析对比了结构加固前后的性能,表明原结构的抗震性能不足,经碳纤维加固后的结构抗震性能明显提高,满足8度抗震设防烈度要求。     

无验潮水深测量系统定位精度检验

利用无验潮水深测量系统定位设备,采集了静态和动态两组定位数据,从静态和动态定位两个方面分析了不同长度基线的解算结果。结果表明:基线长度在40km范围以内,定位结果完全满足无验潮水深测量系统的±10cm的测量精度要求。     

Apatite Fission Track Thermochronology of Granite from the Xiazhuang Uranium Ore Field, South China: Implications for Exhumation History and Ore Preservation

Xiazhuang uranium ore field, located in the southern part of the Nanling Metallogenic Belt, is considered one of the largest granite-related U regions in South China. In this paper, we contribute new apatite fission track data and thermal history modeling to constrain the exhumation history and evaluate preservation potential of the Xiazhuang Uranium ore field. Nine Triassic outcrop granite samples collected from different locations of Xiazhuang Uranium ore field yield AFT ages ranging from 43 to 24 Ma with similar mean confined fission track lengths ranging from 11.8 ± 2.0 to 12.9 ± 1.9 μm and Dpar values between 1.01 and 1.51 μm. The robustness time-temperature reconstructions of samples from the hanging wall of Huangpi fault show that the Xiazhuang Uranium ore field experienced a time of monotonous and slow cooling starting from middle Paleocene to middle Miocene (~60–10 Ma), followed by relatively rapid exhumation in the late Miocene (~10–5 Ma) and nearly thermal stability in the Pliocene–Quaternary (~5–0 Ma). The amount of exhumation after U mineralization since the Middle Paleogene was estimated as ~4.3 ± 1.8 km according to the integrated thermal history model. Previous studies indicate that the ore-forming ages of U deposits in the Xiazhuang ore field are mainly before Middle Paleocene and the mineralization depths are more than 4.4 ± 1.2 km. Therefore, the exhumation history since middle Paleocene plays important roles in the preservation of the Xiazhuang Uranium ore field.     

地质模型约束下的地震储层预测技术及其在梨树断陷中的应用

在钻测井约束下,结合梨树断陷有关探井资料和区域性沉积相研究,综合运用调谐频率加强法高分辨率处理技术和基于地震资料的时频分析技术、地震相技术、多属性分析技术及基于层序框架下的地震资料解释技术等,采取拟声波曲线重构地震反演技术和基于调谐频率加强法的高分辨率反演方法等,研究目的层岩性、物性和含油气性。同时,结合基于地震属性分析的人工智能技术的储层物性预测方法,预测砂体的空间分布和几何形态,落实隐蔽圈闭,完成了滚动勘探和开发2个阶段不同井区有利砂体分布规律评价及预测工作。     

MCC转为带状MCSs过程中水平涡度的变化与暴雨的关系

利用实况资料和WRF中尺度数值模式对2010年6月18—19日的一次MCC转带状MCSs的暴雨过程进行数值模拟与诊断分析。结果表明:850 hPa西南涡和切变线的形成与维持是影响此次暴雨产生的中尺度系统,前期MCC的形成到成熟以低涡降水为主,后期的圆形MCC转为带状MCSs主要为切变线降水。在雨区附近,u、v的垂直切变所形成的强水平涡度造成的旋转,对应垂直环流的上升支可触发暴雨产生,垂直方向上u、v不同的分布可形成不同的垂直环流。低涡与切变线附近的水平涡度有明显差异,这种差异导致暴雨形成的原因不同,低涡暴雨主要由v的垂直切变造成,切变线暴雨主要由u、v的垂直切变共同作用,本次过程中v的垂直切变构成了沿切变线的东西向雨带,u的垂直切变沿纬向的不均匀性引起的垂直运动与切变线上MCSs的生成、发展和多雨团的形成关系密切。低涡、切变线降水中心附近的正倾侧项（水平涡度向垂直正涡度转换）也有类似的差异,低涡的转换主要由?v/?p<0决定,切变线的转换主要由-?u/?p>0决定。水平涡度向垂直涡度的转换尺度较小,易在平均状态下被忽略。倾侧项主要有利于暴雨的加强,但对西南涡、切变线的发展贡献较小。      

基于三维地质模型的排土场边坡整体稳定性探究

目前所广泛采用的平面应变分析手段,针对排土场边坡稳定性评价时有时会出现某剖面安全系数高于设定允许值,实际中却遭破坏的现象,除了常被提及的力学参数、本构模型等因素,排土场凹形夹持效应和凸形发散作用突出以及滑体端部效应的影响,是分析结果不能准确反映实际的根本原因之一。鉴于此,从平面高程数据、地质剖面、钻孔资料等条件,配合插值效果较为稳定的Kriging法对空间数据进行插值,建立排土场三维地质整体模型。然后,采用自编FISH语言接口程序,将地质模型导入FLAC3D中离散化并计算,较为简单、有效地实现三维地质建模、模型可视化、岩土工程计算分析三位一体功能,有效地克服了平面分析无法解决的上述问题。以攀钢兰尖铁矿尖山第7排土场为实,对其整体稳定性进行应力、应变分析,采用三维强度折减法计算排土场三维整体安全系数,与现场调查及平面计算结果较为一致。基于该模型的计算结果可以有效避免排土场空间效应和滑体端部效应,得到的排土场全域应力-应变规律,对露天矿排土场的生产管理,具有一定的指导意义。     

Storage and density of soil organic carbon in urban topsoil of hilly cities: A case study of Chongqing Municipality of China

Rapid urbanization results in the conversion of natural soil to urban soil,and consequently,the storage and density of the soil carbon pools change.Taking Chongqing Municipality of China as a study case,this investigation attempts to better understand soil carbon pools in hilly cities.First,the vegetated areas in the study area were derived from QuickBird images.Then,topsoil data from 220 soil samples(0-20 cm) in the vegetated areas were collected and their soil organic carbon(SOC) densities were analyzed.Using the Kriging interpolation method,the spatial pattern of SOC was estimated.The results show that the SOC density exhibited high spatial variability in the urban topsoil of Chongqing.First,the SOC density in topsoil decreased according to slope in the order 2°-6° < 25°-90° < 0°-2° < 6°-15° < 15°-25°.Second,the newly developed areas during 2001-2010 had a lower SOC density than the areas built before 1988.Third,urban parks and gardens had a higher SOC density in topsoil,residential green land followed,and scattered street green land ranked last.For hilly cities,the variability of terrain affects the distribution of SOC.The Kriging results indicate that Kriging method combining slope with SOC density produced a high level of accuracy.The Kriging results show that the SOC density to the north of the Jialing River was higher than the south.The vegetated areas were estimated to amount to 73.5 km2 across the study area with an SOC storage of 0.192 Tg and an average density of 2.61 kg/m2.     

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官桥断块地下水资源量分析评价

在收集利用前人研究成果的基础上,采用补给量法计算地下水资源量,开采系数法计算地下水可开采资源量,通过调查统计获得地下水开采资源量,最后得到研究区地下水的补给资源量、可开采资源量及剩余资源量,提出地下可持续开发利用建议。     

Diagnosis of river basins as CO2 sources or sinks subject to sediment movement

Sediment movement during erosion, transport and deposition greatly affects the ecosystem of river basins. However, there is presently no consensus as to whether particular river basins act as carbon dioxide (CO₂) sources or sinks related to these processes. This paper introduces a rule‐of‐thumb coordinate system based on sediment delivery ratio (SDR) and soil humin content (SHC) in order to evaluate the net effect of soil erosion, sediment transport and deposition on CO₂ flux in river basins. The SDR–SHC system delineates CO₂ source and sink areas, and further divides the sink into strong and weak areas according to the world‐average line. The Yellow River Basin, most severely suffering soil erosion in the world, only appears to be a weak erosion‐induced CO₂ sink in this system. The average annual CO₂ sequestration is ~0·235 Mt from 1960 to 2008, a relatively small value considering its 3·1% contribution to the World's sediment discharge. The temporal analysis shows that the Yellow River Basin was once a source in the 1960s, but changed its role to become a weak sink in the past 40 years due to both anthropogenic and climatic influences. The spatial analysis identifies the middle sub‐basin as the main source region, and the lower as the main sink. For comparison, sediment‐movement‐related CO₂ fluxes of eight other major basins in four continents are examined. It is found that the six basins considered in the Northern Hemisphere appear to be sinks, while the other two in the Southern Hemisphere act as sources. Copyright © 2012 John Wiley & Sons, Ltd.