中国上石炭统滑石板阶

滑石板阶一名最初见于项礼文等 ( 1980 )的文章 ,阶名源自同名岩石地层单位——滑石板组 ,典型剖面位于贵州省盘县县城以东约 30 km的滑石板村。岩性以浅灰色厚层灰岩为主 ,局部夹白云岩 ,厚 315 .4 6 m。底界以化石 Pseudostaffella antiqua的始现为标志 ,顶界止于化石 Profusulinella priscoidea带之底。滑石板阶包含 2个带 Pseudostaffella antiqua- P. antiqua posterior带和 Pseudostaffella composita- P. paracompressa带 ;2个菊石带Reticuloceras guizhouense带及 Branneroceras branneri- Grastrioceras cf. cumbriensis带 ,还包含腕足类 Choristitesmansuyi- Plicatifera chaoi组合带。牙形刺仅在下部找到 ,归属于 N eognathodus symmetricus带。滑石板阶大致相当于国际地层表中的巴什基尔阶 ( Bashkirian)中部     

Reducing global GHG emissions by replicating successful sector examples: the ‘good practice policies’ scenario

This article shows the potential impact on global GHG emissions in 2030, if all countries were to implement sectoral climate policies similar to successful examples already implemented elsewhere. This assessment was represented in the IMAGE and GLOBIOM/G4M models by replicating the impact of successful national policies at the sector level in all world regions. The first step was to select successful policies in nine policy areas. In the second step, the impact on the energy and land-use systems or GHG emissions was identified and translated into model parameters, assuming that it would be possible to translate the impacts of the policies to other countries. As a result, projected annual GHG emission levels would be about 50 GtCO₂e by 2030 (2% above 2010 levels), compared to the 60 GtCO₂e in the ‘current policies’ scenario. Most reductions are achieved in the electricity sector through expanding renewable energy, followed by the reduction of fluorinated gases, reducing venting and flaring in oil and gas production, and improving industry efficiency. Materializing the calculated mitigation potential might not be as straightforward given different country priorities, policy preferences and circumstances.

Key policy insights

• Considerable emissions reductions globally would be possible, if a selection of successful policies were replicated and implemented in all countries worldwide.

• This would significantly reduce, but not close, the emissions gap with a 2°C pathway.

• From the selection of successful policies evaluated in this study, those implemented in the sector ‘electricity supply’ have the highest impact on global emissions compared to the ‘current policies’ scenario.

• Replicating the impact of these policies worldwide could lead to emission and energy trends in the renewable electricity, passenger transport, industry (including fluorinated gases) and buildings sector, that are close to those in a 2°C scenario.

• Using successful policies and translating these to policy impact per sector is a more reality-based alternative to most mitigation pathways, which need to make theoretical assumptions on policy cost-effectiveness.

     

近期长江大通至南京河段潮动力变化趋势与机制

近期长江感潮河段径、潮动力已然发生变化,但其变化机制与趋势有待进一步探讨。通过对长江大通至南京河段的野外调查,并分析了近40年来大通、芜湖和南京站水文资料,探讨了近期该河段的潮动力变化机制与趋势。结果表明:近年来长江大通至南京段潮动力有增强趋势。具体表现为相近径流量条件,潮差平均增大约10 cm,主要分潮振幅增加10%～30%,潮汐形态系数有减小趋势。引起上述变化的原因可能有:(1)近期感潮河段整体冲刷变深导致潮波上溯阻力减小;(2)口外潮汐动力增强以及海平面上升等使潮汐上溯能力增强。此外,长江流域修建了大量水库群,导致该河段径流量变化由自然因素主导变成自然与人为调控共同作用为主,从而影响了潮动力的相对强弱。     

叠前时间偏移在煤田地震资料处理中的应用

叠前时间偏移可以实现地质构造的精细成像,同时为岩性储层预测提供高保真的高分辨率成像剖面.为了使叠前时间偏移技术能够有效应用于煤田地震资料处理,从煤田地震资料的特点出发,研究了一系列针对性的叠前预处理技术,引入了利用初至波和反射波联合层析反演建立精细偏移速度场的方法,探索建立叠前时间偏移用于实际资料的技术流程和处理措施.实际资料成像结果表明,相比叠后偏移方法,叠前时间偏移在成像精度和中深层保幅性等方面都有较大的改善,有利于煤田地震资料的精细构造解释和岩性反演.     

冠层反射光谱对植被理化参数的全局敏感性分析

植被理化参数与许多有关植物物质能量交换的生态过程密切相关,定量分析植被反射光谱对理化参数的敏感性是遥感反演理化参数含量的前提。本文采用EFAST(Extended Fourier Amplitude Sensitivity Test)全局敏感性分析方法,利用PROSAIL辐射传输模型分析了冠层疏密程度对叶片生化组分含量、冠层结构以及土壤背景等多种参数敏感性的影响,并对植被理化参数反演所需先验知识的精度问题进行了初步探讨。研究表明:(1)对于较为稠密的冠层,可见光波段的冠层反射率主要受叶绿素含量的影响,近红外和中红外波段的冠层反射率主要受干物质量和含水量的影响;(2)对于稀疏的冠层,LAI是影响400—2500 nm波段范围内冠层反射率的最重要参数,土壤湿度次之,叶片生化参数对冠层反射率的敏感性较低;(3)在已知稀疏冠层LAI的情况下进一步确定土壤的干湿状态,可显著提高冠层反射率对叶绿素含量的敏感度,有助于稀疏冠层叶绿素含量的反演。     

潜在震源区震级上限不确定性研究

潜在震源区的震级上限（Mu）是指在该潜在震源区内可能发生的最大地震的震级．预期未来发生超过该震级地震的概率趋于0．本文运用误差分析及逻辑树等方法,并结合发震模型的数值模拟得到的大震合成目录等结果,系统分析并最终得到了不同途径给出的不同类型潜在震源区震级上限的不确定性．该结果可直接应用于包括地震区划在内的工程地震以及活动断裂危险性评价等工作中．     

极端波浪条件下黏土质斜坡海床稳定性解析

海洋资源开发引起海底软黏土的结构性破坏,导致土体强度弱化,在百年一遇的极端波浪作用时极易发生斜坡海床的局部失稳甚至大范围海底滑坡,给海洋工程建设和正常运营带来严重影响。目前,主要采用极限平衡法评价这类海底斜坡,但该法只能给出近似解。基于极限分析上限方法,推导了极端波浪诱发的波压力对斜坡海床的做功功率,建立了外力功与内能耗散率平衡方程;利用最优化方法,结合数值积分和强度折减技术,求解了不同时刻的斜坡海床稳定性系数,并针对扰动后的斜坡海床开展了有限元解的对比验证。在此基础上,深入探讨了不同波浪参数(波长、波高和水深)和坡长小于一个波长等极端条件下的海底斜坡稳定性。     

山东地区闪电特征分析

利用2007—2011年福建省ADTD闪电定位监测数据, 选取了雷电流幅值和陡度2个参数作为闪电强度的评价指标, 根据其统计特征进行了分析, 通过确定权重和统一量纲, 将2个参数融合在一起, 提出了闪电强度的概念。利用加权求和法建立了闪电强度等级划分的数学模型, 以99%、90%和10%三个分位数确定阈值分割点, 并将闪电强度等级定性地划分为极强、强、中等和弱四个量级, 其结果能够为雷电预警预报信息发布、雷电灾害调查和雷击风险评估等业务和相关决策服务提供直观参考依据。

     

Lichens and the determination of river channel capacity

The identification of channel capacity associated with a particular frequency of peak discharges is necessary for discharge estimation for planning purposes at ungauged sites. Although lichen limits have been suggested to be useful for this purpose, previous studies have not elaborated their hydrological significance. Lichen limits are clearly defined on the sides of rock channels in New England. Australia and they are analyzed in relation to discharge at 6 gauging stations with up to 52 years of continuous record. It is demonstrated that the lowest lichen limit is maintained by peak discharges which occur on average at least once or twice each year. Recurrence intervals based on Annual Series and on Annual Exceedance Series are calculated and for the annual series are fairly consistent for the lowest lichen limit and range from 1·14 to 1·37 years. Lichenometry can be applied to the analysis of river channels in relation to the frequency of peak discharges. By reference to growth curves based upon lichens on Armidale tombstones it is shown that lichenometry may be employed to indicate dates for channel modification due to the removal of blocks and to dam construction and also to date the rock surface between lichen limits. Detailed analysis of the record from gauging stations indicates that where several lichen limits occur in a channel cross section each limit is related to periods when peak discharges exceeded the limits on at least 5 occasions. The lichen-free surfaces were then recolonized by Parmelia spp. and the size of the lichen thalli indicates the time elapsing since these frequent high discharges.     

UPPER BOUND SOLUTION FOR PULLOUT CAPACITY OF ANCHORS ON SANDY SLOPES

By making use of limit analysis, an upper bound solution in a closed form for determining the ultimate pullout capacity of plate anchors buried in sandy slopes has been established. The anchor plate orientation has been considered either horizontal or parallel to the slope, with the pullout force applied perpendicular to the plate. It has been found that the pullout capacity for horizontal anchors, even on slopes, remains the same as that on horizontal ground surface as long as the average embedment ratio is kept constant. Whereas for anchors which are aligned parallel to the slope the collapse load decreases continuously with the increase in the inclination of slope. © 1997 John Wiley & Sons, Ltd.