澳大利亚西北陆架油气分布规律与主控因素研究

澳大利亚西北陆架油气资源,特别是天然气资源富集,是全球液化天然气的主要供应地之一。西北陆架不仅是澳洲油气勘探潜力最大的地区,而且也是中国油公司拓展海外油气业务的重要地区。以多方面收集的数据资料为基础,探讨澳大利亚西北陆架油气分布规律,揭示油气分布主控因素,进而优选有利勘探区。区域上,已发现的油气储量主要分布于西北陆架最西南端的北卡那封盆地;层系上,油气主要富集于下白玺统泥页岩区域盖层之下的上三叠统、侏罗系或下白玺统碎屑岩储集层。油气分布整体表现为“内油外气、下气上油、以气为主的特征,油田多局限于侏罗纪裂谷作用控制的发育有成熟生油岩的次盆地。腐殖型干酪根类型和烃源岩的高成熟度决定了西北陆架的富气特征,侏罗纪发育的裂谷控制了石油的区域分布。基于油气地质综合研究和油气发现过程,优选出了埃克斯茅斯高地、埃克斯茅斯次盆、巴科一次盆、卡斯韦尔次盆、萨胡尔台地、卡尔德尔地堑和武尔坎次盆7个有利勘探区。     

全球三大富油气前陆盆地油气分布特征对比

波斯湾盆地、东委内瑞拉盆地和西加盆地是全球油气最富集的前陆盆地。根据最新油气地质资料分析,它们的油气分布特征及资源结构存在明显差异。区域上,3个前陆盆地的逆冲褶皱带和前渊一斜坡带均有油气分布,但油气主要分布于前渊一斜坡带。层系上,波斯湾盆地91.0%以上的油气储量分布于被动陆缘层系,而东委内瑞拉盆地和西加盆地的油气则主要富集于前陆盆地层系。波斯湾盆地的油气资源以常规油气为主,而东委内瑞拉盆地和西加盆地则以非常规重油和天然沥青最为富集。区域性盖层与输导体系的配置关系是控制前陆盆地油气资源结构的主要因素。     

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DEM空间分辨率对毒气扩散模型模拟结果的影响分析

突发性毒气泄漏事故的频繁发生对市民的安全造成了极大威胁,有必要对常见毒气泄漏事故发生后的成灾模型进行探讨,以便从理论上指导应急部门实施应急救援行动。本文在研究和分析典型毒气泄漏扩散模型的基础之上,引入地形因子对原有毒气泄漏扩散模型进行改进,使之适应三维地形下的危化品气体扩散模拟,并将模型与GIS集成可视化,分析比较了模型修正前后气体扩散浓度的分布情况。在此基础上,进一步分析了DEM空间分辨率对毒气扩散浓度的分布影响,发现DEM空间分辨率对毒气浓度分布区域有一定影响,并分析了其影响原因。结果表明,加入地形因子的高斯烟羽模型比之前没有考虑地形因子的高斯模型计算要更加精确,更贴近现实状况;同时,DEM分辨率对改进后的高斯烟羽模型的模拟影响较大,选择适当分辨率的DEM能帮助应急部门在短时间内模拟出真实可靠的浓度分布区域,对毒气泄漏事故的应急有一定的实际参考价值和指导意义。     

Optimization of slope angle and its seismic stability: A case study for the proposed open pit coalmine in Phulbari, NW Bangladesh

The present study reflects upon the results of substantial program of two-dimensional Finite Element Method （FEM） numerical analyses of the open pit that links to slope angle optimization associated with the safety factor of the pit slope of a coal mine in Bangladesh. In the present analyses, two types of models have been presented. The first model estimates safety factor without seismic effect on the overall pit slope of the model; the second model incorporates safety factor with seismic stability of the model. The calculated optimum slope angle of the first model is 31% with a rational safety factor of 1.51, prior to the seismic effect. However, the value is reduced to 0.93, 0.82, and 0.72, after we applies the seismic effect in the second model with M6, M6.5, and M7, respectively. Finally, our modeling results emphasize that for the case of the proposed Phulbari coalmine, there is extremely high prospect for causing massive slope failure along the optimum pit slope angle with 31% if the mine area felt seismic shaking, like the Sikkim （in northern India） earthquake with M6.9 on September 18, 2011.     

北部湾墨西哥湾扇贝形态性状与闭壳肌质量的关系

为寻找墨西哥湾扇贝中对其闭壳肌重量影响最显著的形态学特征,在整个扇贝的生长过程中,每一个月测一次壳高(mm)、壳宽(mm)、铰合线长(mm)、体质量(g)和闭壳肌质量(g),每一轮的样本采集量为60,通过通径分析研究这些形态学特征对闭壳肌质量的影响。结果显示,根据各形态学特征对闭壳肌质量的直接的、间接的、总路径的贡献,发现体质量的影响是最显著的(p<0.01),其他的形态学特征如壳高、壳宽和铰合线长对于闭壳肌生长既不限制也不促进。     

Estimation of monotonic behavior of reinforced concrete columns considering shear‐flexure‐axial load interaction

Reinforced concrete columns with insufficient transverse reinforcement and non‐seismic reinforcement details are vulnerable to brittle shear failure and to loss of axial load carrying capacity in the event of a strong earthquake. In this paper, a procedure is presented after examining the application of two macro models for displacement‐based analysis of reinforced concrete columns subjected to lateral loads. In the proposed model, lateral load‐deformation response of the column is simulated by estimating flexural and shear deformation components separately while considering their interaction and then combining these together according to a set of rules depending upon column's yield, flexural and shear strengths. In addition, lateral deformation caused by reinforcement slip in beam–column joint regions and buckling of compression bars are taken into account and considered in the analysis. Implementation of the proposed procedure produces satisfactory lateral load–displacement relationships, which are comparable with experimental data. Copyright © 2012 John Wiley & Sons, Ltd.     

A new approach for linking event‐based upland sediment sources to downstream suspended sediment transport

In this study, we proposed a new approach for linking event sediment sources to downstream sediment transport in a watershed in central New York. This approach is based on a new concept of spatial scale, sub‐watershed area (SWA), defined as a sub‐watershed within which all eroded soils are transported out without deposition during a hydrological event. Using (rainfall) event data collected between July and November, 2007 from several SWAs of the studied watershed, we developed an empirical equation that has one independent variable, mean SWA slope. This equation was then used to determine event‐averaged unit soil erosion rate, Q_S/A, (in kg/km²/hr) for all SWAs in the studied watershed and calculate event‐averaged gross erosion E_ea (in kg/hr). The event gross erosion E_t (in kilograms) was subsequently computed as the product of E_ea and the mean event duration, T (in hours) determined using event hydrographs at the outlet of the studied watershed. Next, we developed two linear sediment rating curves (SRCs) for small and big events based on the event data obtained at the watershed outlet. These SRCs, together with T, allowed us to determine event sediment yield SY_e (in kilograms) for all events during the study period. By comparing E_t with SY_e, developing empirical equations (i) between E_t and SY_e and (ii) for event sediment delivery ratio, respectively, we revealed the event dynamic processes connecting sediment sources and downstream sediment transport. During small events, sediment transport in streams was at capacity and dominated by the deposition process, whereas during big events, it was below capacity and controlled by the erosion process. The key of applying this approach to other watersheds is establishing their empirical equations for Q_S/A and appropriately determining their numbers of SWAs. Copyright © 2011 John Wiley & Sons, Ltd.     

太原基准地震台地电阻率干扰形态特征分析

分析太原基准地震台2001年至2011年地电阻率观测中常见干扰因素,着重分析因不同干扰引起的图像变化特征,并就存在的问题提出合理化改进建议,力求对观测场地的选择、线路架设、资料分析、异常的判断及地震预测预报具有一定指导意义。