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101.
102.
国外深水钢悬链线立管研究发展现状 总被引:2,自引:0,他引:2
介绍国外在新型深水立管系统--钢悬链线立管关键技术方面的研究发展现状,论述浮体一、二阶运动对钢悬链线立管疲劳寿命的影响、浮体升沉运动对钢悬链线立管触地点疲劳寿命的影响;钢悬链线立管与海底相互作用机制的实验研究及结果;钢悬链线立管涡致振动与疲劳的研究现状.并简要论述钢悬链线立管触地点问题的研究结论. 相似文献
103.
对台湾西南海域增生楔部位长排列多道地震数据进行地震成像、速度分析、AVO分析、AVO反演处理,获得了天然气水合物多属性地震特征.在偏移剖面上,BSR与海底近似平行,极性与海底相反,穿越沉积层.AVO分析显示,强BSR振幅部位,BSR振幅随偏移距增大而增大.精细速度分析表明强BSR振幅下方存在纵波低速层.对应于强BSR振幅部位,AVO反演的P波、G波为相对高负值区,位于P、G交会图的第三象限,该部位泊松比变化率为负值,横波反射系数接近于零.以上多属性地震特征均预示着该区域可能存在天然气水合物层,且天然气水合物层下方可能存在游离甲烷气层. 相似文献
104.
动校正是地震资料处理的关键内容之一,直接关系到地震资料处理结果的精度.在浅层和大偏移距情况下,常规动校正使波形发生拉伸畸变,波形拉长、频带向低频方向移动,进而影响叠加效果.通常地震资料处理中大都采用切除的方法克服动校正拉伸畸变的影响,这对目的层较深时是可取的.以工程地质调查为目的的海洋地震勘探旨在了解海底之下较浅地层深度范围内的地质信息,一般勘探区水深较浅,数据叠加道数较少,如果仍然采取切除处理,势必严重影响资料的分辨率和准确度.本文阐述了一种无拉伸动校正方法,能较好地解决动校正后的波形畸变问题,理论模型和实际资料的处理结果表明该方法在近海浅层工程地震勘探中是行之有效的,有助于提高速度分析的精度和地震资料的分辨率. 相似文献
105.
Wangcheng Zhang Dong Wang Mark F. Randolph Alexander M. Puzrin 《国际地质力学数值与分析法杂志》2016,40(17):2312-2338
Quantitative assessment of the risk of submarine landslides is an essential part of the design process for offshore oil and gas developments in deep water, beyond the continental shelf. Landslides may be triggered by a reduction in shear strength of subsea sediments over a given zone, caused for example by seismic activity. Simple criteria are then needed to identify critical conditions whereby the zone of weakness could grow catastrophically to cause a landslide. A number of such criteria have been developed over the last decade, based either on ideas drawn from fracture mechanics, or considering the equilibrium of the initial weakened zone and adjacent process zones of gradually softening material. Accounting for the history of the weak zone initiation is critical for derivation of reliable propagation criteria, in particular considering dynamic effects arising from accumulating kinetic energy of the failing material, which will allow the failure to propagate from a smaller initial zone of weakened sediments. Criteria are developed here for planar conditions, taking full account of such dynamic effects, which are shown to be capable of reducing the critical length of the softened zone by 20% or more compared with criteria based on static conditions. A numerical approach is used to solve the governing dynamic equations for the sliding material, the results from which justify assumptions that allow analytical criteria to be developed for the case where the initial softening occurs instantaneously. The effect of more gradual softening is also explored. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
106.
The HySuf‐FEM code (Hydrodynamic of Subsurface Flow by Finite Element Method) is proposed in this article in order to estimate the spatial variability of the transmissivity values of the Berrechid aquifer (Morocco). The calibration of the model is based on the hydraulic head, hydraulic conductivity and recharge. Three numerical tests are used to validate the model and verify its convergence. The first test case consists in using the steady analytical solution of the Poisson equation. In the second, the model has been compared with the hydrogeological system which is characterized by an unconfined monolayer (isotropic layer) and computed by using PMWIN‐MODFLOW software. The third test case is based on the comparison between the results of HySuf‐FEM and the multiple cell balance method in the aquifer system with natural boundaries case. Good agreement between the Hydrodynamic of Subsurface Flow, the numerical tests and the spatial distribution of the thickening of the hydrogeological system is deduced from the analysis and the interpretations of hydrogeological wells. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
107.
A. Piqué G. Bossière J. -P. Bouillin A. Chalouan Ch. Hoepffner 《International Journal of Earth Sciences》1993,82(3):432-439
Stratigraphic and structural correlations between the Palaeozoic massifs of eastern Morocco and northern Algeria allow three tectonic domains to be distinguished: (1) The cratonic zone, i.e. the West African platform which remained outside the Variscan chain and its peripherical margin (Moroccan Anti-Atlas and Algerian Ougarta); (2) a WSW-ENE trending zone, over 1500 km from Marrakech to Kabylia and Calabria (in their assumed Palaeozoic location). — This zone was characterized during the Late Palaeozoic by a continuous instability indicated by the development of successive turbiditic basins and a major orogeny at the Devonian-Carboniferous boundary; and (3) central and western Morocco, which corresponds to the external zones of the European Hercynides.The Marrakech-Kabylia zone separates the Variscan domain from the stable and undeformed West African craton. During Early Palaeozoic times it began as an extensive or transtensive zone. It has been deformed by the Late Devonian orogeny and by Carboniferous and Permian reactivation. The zone represents the southern limit of the Hercynian chain and is distinguished by its transcurrent regime throughout the Late Palaeozoic.
Correspondence to: A. Piqué 相似文献
108.
R. A. Reyment 《Cretaceous Research》1982,3(4):405-414
Cenomanian, Turonian and Coniacian ostracods from a borehole in the coastal zone of the Tarfayan Basin, south-western Morocco, display affinities with associations from Algeria, Tunisia and the Middle East as well as with the Iberian Peninsula. Relationships with central and southern West Africa are relatively slight, which could be a result of palaeoecological particularities. 相似文献
109.
介绍了美国API规范的内容,并将南加利福尼亚和中国渤海海域地震活动特征与地震危险性进行对比. 对比结果表明,无论在地震活动的频度与强度还是地震危险性分析结果上,渤海都比南加州弱. API规范指出,对于南加利福尼亚地区的永久性建筑, 强度设计水准取重现期200 a,变形设计水准取几百至几千年. 我国相关规范规定的海洋平台强度设计和变形设计水准分别取500 a和10 000 a,过于保守. 同时,与其它建构筑物的抗震水平相比较,甲类建筑变形设计水准取设计基准期100 a内超越概率2%~3%,乙、丙类取50 a内2%~3%,考虑海洋平台易于引起严重的次生灾害,变形设计水准取设计基准期30 a内1%(相当于重现期3 000 a)应是安全的. 基于上述对比分析, 同时考虑到经济承受能力以及与现行标准的连贯性, 建议我国海洋石油平台的强度设计水准和变形设计水准分别取200 a和3 000 a. 相似文献
110.
通过对大港滩海区埕北断阶带层序地层的研究,将研究区古近系划分为3个三级层序,总结了5种识别层序界面的方法:①地震识别法;②钻井识别法;③测井识别法;④古生物组合识别法;⑤地球化学识别法。在研究区,方法①表现为区域性的上超和削截;方法②表现为岩性和泥岩颜色的突变;方法③表现为各种曲线和地层倾角的突变;方法④表现为古生物组合类型的变化;方法⑤表现为Fe^2+/Mn^2+值由下向上由逐渐增大,转为突然变小。其中方法①、③、④是层序界面的主要识别标志,方法②可作为参考标志,而方法⑤的应用效果较差。 相似文献