多参数水质测试仪在海洋环境污染应急监测中的应用

文章以2012年新加坡籍"BARELI"轮触礁事故后的海洋环境污染应急监测为例,对多参数水质测试仪的基本情况、操作步骤、监测结果和质量保证等进行简述。多参数水质测试仪具有便携性、易于操作性、测试快捷性和数据准确性等优势,应用效果良好,适用于海洋环境监测尤其是应急监测,应促进其标准化、规范化和业务化推广使用。     

The influence of Stokes drift on oil spills: Sanchi oil spill case

Spilled oil floats and travels across the water’s surface under the influence of wind, currents, and wave action. Wave-induced Stokes drift is an important physical process that can affect surface water particles but that is currently absent from oil spill analyses. In this study, two methods are applied to determine the velocity of Stokes drift, the first calculates velocity from the wind-related formula based upon a one-dimensional frequency spectrum, while the second determines velocity directly from the wave model that was based on a two-dimensional spectrum. The experimental results of numerous models indicated that: (1) oil simulations that include the influence of Stokes drift are more accurate than that those do not; (2) for medium and long-term simulations longer than two days or more, Stokes drift is a significant factor that should not be ignored, and its magnitude can reach about 2% of the wind speed; (3) the velocity of Stokes drift is related to the wind but is not linear. Therefore, Stokes drift cannot simply be replaced or substituted by simply increasing the wind drift factor, which can cause errors in oil spill projections; (4) the Stokes drift velocity obtained from the two-dimensional wave spectrum makes the oil spill simulation more accurate.     

溢油乳化过程C波段微波散射特性实验研究

本文基于水槽溢油观测实验,研究溢油乳化过程中表面散射特性的变化。利用全极化C波段微波散射计和矢量网络分析仪等测量设备对易发生乳化反应沥青含量小于3%的原油（A型油）、油田中开采出的新鲜原油（B型油）和经过脱水去杂质处理的工业原油（C型油）进行观测。文中详细分析了在C波段微波下乳化油膜与平静水面的后向散射差异,以及油膜乳化过程对后向散射的影响,结果显示在低风速、无浪的条件下（最大波高低于3mm）,原油的乳化反应可通过表面粗糙度和自身介电常数的变化来调制雷达后向散射,并且这两种方式中表面粗糙度的影响占主导地位。对比B型和C型原油在乳化状态和未乳化状态下的表面后向散射,结果显示在各状态下B型油膜表面后向散射均大于C型油,且在VV、HH、HV/VH极化方式下两者后向散射平均差异分别为2.19 dB、2.63 dB、2.21 dB,在20%油膜含水率的乳化状态下差异较未乳化状态时小,平均差异分别为0.98 dB、1.49 dB、1.5 dB,结果表明不同类型油种间由于成分和油膜属性的不同会在一定程度上导致油膜表面粗糙度存在差异,影响油膜表面后向散射。     

藏北羌塘盆地晚侏罗世海相油页岩生物标志物特征、沉积环境分析及意义

胜利河油页岩位于青藏高原腹地的羌塘盆地,具单层厚度薄、区域延伸长的特点,为羌塘盆地新发现的又一处海相油页岩.采用GC-MS(IRMS)分析方法对该油页岩进行了研究,结果表明,胜利河油页岩(11层以及13层)含有丰富的正烷烃、类异戊二烯烃、萜类化合物和甾类化合物.正构烷烃呈前高后低的单峰型分布,nC15、nC16为主峰碳,轻烃组分占有绝对优势,OEP值0.96～0.97,接近平衡值1.00,Pr/Ph为0.57～0.75,显示弱的植烷优势;萜烷丰度顺序为五环三萜烷》三环萜烷》四环萜烷;规则甾烷呈不对称的"V"字型分布,表现为C27》C29》C28的分布特征.这些特征与剖面中其他岩性的生物标志物特征存在一定的差异,9层泥晶灰岩C21-/C21 值为0.86,轻烃优势并不明显;14层泥灰岩C21-/C21 值为0.41,具有明显的重碳优势;9层泥晶灰岩以及12层泥灰岩规则甾烷呈C29》C27》C28的特征也与油页岩层存在显著的差异.这些差异不仅反映了油页岩层与其他岩性间生物母源输入的差异,也反映了他们之间沉积环境的不同.胜利河地区油页岩的形成是综合因素控制的结果,古地理变化、海平面升降、生物群差异以及气候的变化均对该区油页岩的形成有一定的影响.     

遥感技术预测油气勘探靶区

应用遥感技术预测油气勘探靶区具有低成本、高效率的特点。目前有直接和间接两种油气遥感方法用于预测油气勘探靶区。简单介绍了这两种方法的原理,重点对遥感影像中的线-环影像构造异常和烃渗漏异常所表现的特征进行了全面总结,最后对遥感技术在预测油气勘探靶区的应用前景进行了展望。     

松辽盆地北安地区断陷期构造特征的地震学证据及其油气意义

北安地区位于松辽盆地内的东北部,共有姚家组顶界、泉头组顶界、营城组顶界、基岩顶界四个主要地震反射层位,缺失登娄库组反射层.北安断陷期地层反射能量均较弱,且基本为中低频反射.北安断陷是北安地区最重要的一个断陷,北安断陷西侧发育有北安西断裂,走向北北东,在平面展布上近"S"型,主要发育于侏罗系地层;北安断陷东侧发育有北安东断裂,走向北北东,其特点是上逆下正,从姚家组断至侏罗系地层.北安地区发育有较大的正向反转构造.北安地区反转构造对油气成藏的影响较大,主要表现在:(1)反转构造为油气聚集提供了圈闭;(2)反转构造作用促进了油气再次运移;(3)反转构造作用使地层拱张,产生了许多断裂,改善了储集性能.     

全直径岩心分析Archie参数在DQ油田XX区块的非均质火成岩气层评价中的应用

指出了全直径岩心分析的Archie参数(m、n)对非均质储层含油(气)性评价的重要性.使用新疆测井公司开发的全直径岩心多参数分析实验装置及实验方法,以DQ油田XX区块的非均质火成岩气层评价为例,由7块全直径岩样该获得了储层的物性和Archie参数.当应用于该储层含气饱和度估算后,与密闭取心饱和度分析的含气饱和度结果比较,含气饱和度估算误差大致在5%以内,较按Archie参数的确省值(m=n=2)估算的含气饱和度的精度高 10%左右.考虑到非均质储层在岩性、物性、孔隙结构的特殊性,推荐“真正”使用全直径岩心分析方法应用于非均质储层的物性、含油(气)性的评价,并重视模拟油藏条件的全直径岩心分析装置的开发.     

南海油气资源潜力及勘探现状

南海的油气资源极为丰富,享有“第二个波斯湾”的美誉.南海地貌类型多样,地形复杂,其战略位置极为重要,是东亚及相邻各国必经之路.资源之争,使得周边各国使出浑身解数,发展海洋经济与技术,1981年至2002年,越南就从南沙海域的油田中开采了1亿吨石油、15亿多立方米的天然气,获利250亿美元,南海石油已成为越南国民经济的第一大支柱产业.近半世纪中国南海油气勘探工作取得巨大的成就,发现了26个新生代盆地,取得了南海海域的基本石油地质成果,为南海的勘探开发奠定了基础.南海具有巨大的勘探空间及技术发展空间,每一次的技术进步,都会带来南海油气勘探的质的飞跃.     

二次创业与南方海相碳酸盐岩油气勘探的发现与展望

本文概述了中国南方碳酸盐岩地区的油气勘探经历和认识过程.在刘光鼎院士提出的"油气资源二次创业"理论方法指导下,我国在海相碳酸盐岩地区开展的地球物理勘探工作取得了重要成果.海相碳酸盐岩地区具有更复杂的地质构造和演化过程,该类地区寻找油气是世界性难题,传统勘探手段已不适用.本文给出了该类地区进行地球物理勘探的新思路、新方法、新技术,并以举世瞻目的普光大气田的发现说明了新方法的合理性和优势.文章最后给出在南方海相碳酸盐岩地区进行油气地球物理勘探的发展远景.     

Numerical assessment of tsunami attack on a rubble mound breakwater using OpenFOAM®

A numerical assessment study of tsunami attack on the rubble mound breakwater of Haydarpasa Port, located at the southern entrance of the Istanbul Bosphorus Strait in the Sea of Marmara, Turkey, is carried out in this study using a Volume-Averaged Reynolds-Averaged Navier-Stokes solver, IHFOAM, developed in OpenFOAM^® environment. The numerical model is calibrated with and validated against the data from solitary wave and tsunami overflow experiments representing tsunami attack. Furthermore, attack of a potential tsunami near Haydarpasa Port is simulated to investigate effects of a more realistic tsunami that cannot be generated in a wave flume with the present state of the art technology. Discussions on practical engineering applications of this type of numerical modeling studies are given focusing on pressure distributions around the crown-wall of the rubble mound breakwater, and the forces acting on the single stone located behind the crown-wall at the rear side of the breakwater. Numerical modeling of stability/failure mechanism of the overall cross-section is studied throughout the paper.The present study shows that hydrodynamics along the wave flume and over the breakwater can be simulated properly for both solitary wave and tsunami overflow experiments. Stability of the overall cross-section can only be simulated qualitatively for solitary wave cases; on the other hand, the effect of the time elapsed during tsunami overflow cannot be reflected in the simulations using the present numerical tool. However, the stability of the overall cross-section under tsunami overflow is assessed by evaluating forces acting on the rear side armor unit supporting the crown-wall of the rubble mound breakwater as a practical engineering application in the present paper. Furthermore, two non-dimensional parameters are derived to discuss the stability of this armor unit; and thus, the stability condition of the overall cross-section. Approximate threshold values for these non-dimensional parameters are presented comparing experimental and numerical results as a starting point for engineers in practice. Finally, investigations on the solitary wave and tsunami overflow experiments/simulations are extended to the potential tsunami simulation in the scope of both representation of a realistic tsunami in a wave flume and stability of the rubble mound breakwater.