渤海浮游病毒的时空分布

利用流式细胞仪对渤海浮游病毒的丰度分布进行了研究。结果表明, 浮游病毒丰度在6.40 ×105—3.59 × 107个/mL之间。辽东湾断面, 浮游病毒丰度春季在西部海域较高, 夏季在中部海域较高, 秋、冬季在东、西部海域均较高; 渤海湾断面, 4 季丰度均在中部海域出现高值区; 莱州湾断面, 夏、秋、冬季均在东部海域出现丰度高值区; 渤海海峡断面, 春、秋、冬季于海峡中部海域丰度较高。垂直分布上, 表层和底层水体浮游病毒丰度在夏季差异性显著, 在其它季节无显著差异。夏季浮游病 毒丰度显著高于其它季节。夏季, 连续站浮游病毒丰度昼夜波动幅度较大, 冬季较平缓。相关性分析表明, 浮游病毒丰度在春、夏、秋季均与温度显著正相关; 夏季与异养细菌丰度、微微型真核浮游植物丰度显著正相关; 秋季与微微型浮游植物丰度显著正相关; 冬季仅与异养细菌丰度显著正相关。     

青藏高原夏季降水日变化的高分辨率数值模拟

利用中尺度模式WRF对青藏高原及周边地区2006—2008年夏季降水时空分布和日变化特征进行了高分辨(水平分辨率为12 km)数值模拟研究。与TRMM卫星观测相比,WRF较好地抓住了高原降水的时空分布,成功模拟出了高原夏季降水日变化的主要特征。WRF模拟与TRMM观测的夏季高原降水都由北向南递增,降水量和降水频率在高原的南坡最强,模拟值分别达到11 mm/d和30%,其次是四川盆地。从降水日变化看,WRF模拟和TRMM观测结果都表明夏季高原中部每小时降水量最大值和降水频率最高值主要出现在下午至傍晚,而高原周边地区则多出现在夜间至黎明。模式物理场的分析指出,高原下垫面显著的昼夜热力差异及高原与周边地区存在的热力差异是产生高原降水日变化的主要原因,而高原南坡的降水日变化与山谷风等局地地形强迫作用有关。      

基于波前构建法的时间域深度偏移——delta波包途径

作为一种基于射线的局部瞬态场,delta波包源自高斯波束,是高斯波束在时空域的对偶表示,具有高斯波束的全部优点和缺陷。基于delta波包叠加的时间域深度偏移,当射线穿过高速岩体时,受折射效应影响,密度降低,进而导致delta波包的分布密度降低,使成像质量变差,甚至无法成像。为了弥补这个缺陷,本文采用波前构建法计算射线路径。波前构建法能够以插入射线的方式保证均匀的射线分布,从而保证delta波包以均匀的分布密度覆盖整个成像靶区,进而提高成像质量。在具体实现上,采用链表结构替代以往使用的数组结构。Sigsbee 2A模型的数值试算表明,利用波前构建法可以改善高速体下方区域的成像质量,而利用链表存储波前信息要比利用数组至少节省9%的CPU耗时。     

基于强度折减法的围岩自稳能力量化方法

强度折减法被广泛应用于围岩稳定性分析中,但因岩体赋存环境异常复杂,造成数值模拟得到的围岩稳定安全系数失真,制约了支护设计向定量化方向的发展。然而大量工程实践表明Ⅰ级围岩仅凭自身强度便能抵抗住二次应力破坏。故文章选取了围岩的一种极限稳定平衡状态,运用FLAC3D和强度折减思想计算出囊括所有岩体不确定性因子的围岩稳定系数k0,以此作为衡量围岩能否自稳的定量指标。最后通过大量数值模拟,比较各模型稳定系数与k0的数值关系,初步量化了围岩自承载结构在硐室稳定中所起的作用,同时辨识出Ⅱ、Ⅲ级围岩保持长期稳定的条件。     

曲线坐标系下的完全匹配层吸收边界条件

在地震波数值模拟中,需要采用吸收边界条件以吸收人为边界反射。本文针对曲线坐标系下的二阶弹性波方程提出了一种完全匹配层(PML)吸收边界条件。与直角坐标系下的PML吸收边界条件类似,曲线坐标系下的PML吸收边界条件是一种在频率域中给出的人工边界条件,由相应的复坐标变换得到。在变换到时间域后,完全匹配层中将出现复杂的卷积运算。为了避免这些卷积运算,引入了4个中间变量。为了简化自由边界条件,采用正交贴体网格对起伏地表模型进行网格剖分。数值算例表明,该方法可以有效消除人为边界反射。     

深水浊流形成过程的水动力学模拟:以南海北部琼东南盆地浊流形成过程为例

Turbidity currents represent a major agent for sediment transport in lakes, seas and oceans. In particu-lar, they formulate the most significant clastic accumulations in the deep sea, which become many of the world＇s most important hydrocarbon reservoirs. Several boreholes in the Qiongdongnan Basin, the north-western South China Sea, have recently revealed turbidity current deposits as significant hydrocarbon res-ervoirs. However, there are some arguments for the potential provenances. To solve this problem, it is es-sential to delineate their sedimentary processes as well as to evaluate their qualities as reservoir. Numerical simulations have been developed rapidly over the last several years, offering insights into turbidity current behaviors, as geologically significant turbidity currents are difficult to directly investigate due to their large scale and often destructive nature. Combined with the interpretation of the turbidity system based on high-resolution 3D seismic data, the paleotophography is acquired via a back-stripping seismic profile integrated with a borehole, i.e., Well A, in the western Qiongdongnan Basin; then a numerical model is built on the basis of this back-stripped profile. After defining the various turbidity current initial boundary conditions, includ-ing grain size, velocity and sediment concentration, the structures and behaviors of turbidity currents are investigated via numerical simulation software ANSYS FLUENT. Finally, the simulated turbidity deposits are compared with the interpreted sedimentary bodies based on 3D seismic data and the potential provenances of the revealed turbidites by Well A are discussed in details. The simulation results indicate that a sedimen-tary body develops far away from its source with an average grain size of 0.1 mm, i.e., sand-size sediment. Taking into account the location and orientation of the simulated seismic line, the consistence between normal forward simulation results and the revealed cores in Well A indicates that the turbidites should ha     

孟加拉湾缅甸若开盆地上新统斜坡水道复合体沉积特征

斜坡水道复合体是孟加拉湾缅甸海上若开盆地上新统最重要深水沉积结构单元之一。研究工作以地震响应与深水储层之间的对应关系为指导,二、三维地震资料中的强振幅属性用以判断水道复合体内的粗粒沉积。利用多种地震技术,包括相干切片分析、地质异常体处理以及三维可视化,将斜坡水道复合体从背景中区分出来,并从斜坡水道复合体的外部几何形态、...     

孟加拉湾若开褶皱带晚新生代构造特征初步研究

孟加拉湾若开褶皱带位于印度-缅甸山脉西部山前,由NNW—SSE向带状分布的多排背斜构成,其构造特征研究仍然十分薄弱。本文通过钻井资料和二维地震反射剖面精细构造解析,尝试分析若开褶皱带晚新生代构造特征,重点关注若开褶皱带的滑脱层发育特征及背斜几何学及运动学特征,结果表明若开褶皱带发育多个滑脱层:①底部滑脱层,位于约6.5s(双程走时)处;②中部滑脱层,层位存在变化,可能位于第四系底部或上中新统下方约2.5s处。在区域挤压作用下,若开褶皱带发育与底部滑脱层和中部滑脱层相关的滑脱褶皱,构造变形主要受控于底部滑脱层,而中部滑脱层影响了局部构造变形。生长地层记录显示若开褶皱带构造变形自东往西迁移,变形前缘形成于第四纪。基于构造分析结果提出了若开褶皱带褶皱变形的两种运动学端元模型:模型1中不发育中部滑脱层,滑脱褶皱发育于底部滑脱层之上;模型2中发育中部滑脱层,滑脱褶皱发育于中部滑脱层和底部滑脱层之上,形成上、下两套构造层。若开褶皱带背斜几何学和运动学特征受下伏滑脱层控制,背斜在走向上叠置、分叉可能暗示着背斜下伏滑脱层在走向上发生了改变。流体超压可能是影响若开褶皱带构造变形的重要控制因素。     

Acclimation-dependent expression of heat shock protein 70 in Pacific abalone (Haliotis discus hannai Ino) and its acute response to thermal exposure

Heat shock protein 70 (Hsp70) is one important member of heat shock protein (Hsp) family that is responsible for various stresses, especially thermal stress. Here we examined the response of Hsp70 gene to both chronic and acute thermal exposure in Pacific abalone (Haliotis discus hannai Ino). For the chronic exposure, abalones were maintained at 8, 12, 20, and 30°C for four months and their mRNA levels were measured. The highest mRNA level of Hsp70 gene relative to actin gene was detected in the 30°C-acclimated group, followed by the 8°C-acclimated group and then the 12°C- and 20°C-acclimated groups. After the long-term acclimation, gills from each of the above acclimation groups were dissected and exposed to different temperatures between 8°C and 38°C for 30 min. Hsp70 expression in gills acclimated to different temperatures responded differentially to the same temperature exposure. The incubation temperature that induced maximum Hsp70 mRNA expression was higher in the higher temperature acclimation groups than lower temperature groups. Pacific abalones could alter the expression pattern of Hsp70 gene according to environmental thermal conditions, through which they deal with the stress of thermal variations.     

东非鲁武马盆地渐新统富砂深水朵体复合体特征及影响因素

近年来的天然气发现证实地处东非被动大陆边缘的鲁武马盆地渐新统朵体复合体具有巨大的资源潜力和良好的勘探前景。朵体复合体具有粗粒、巨厚、宽厚比低、向单侧偏转的特征,明显异于常规席状砂。利用油气勘探过程中获得的岩芯、测井及地震信息,分析深水沉积朵体复合体不同级别的岩性特征、电性响应和地震反射特征;借助地震剖面解剖和沿层相干切片识别了不同级别的朵体复合体内部组成,分析朵体复合体的沉积过程,同时探讨了影响朵体复合体沉积的主要因素。研究表明,鲁武马盆地渐新统朵体复合体具有"无根"的外部形态及复杂的地震内部反射结构,可以分为朵体复合体、朵体、朵体单元及层-层组等四个级别。朵体复合体形成于块体搬运沉积之后和水道复合体沉积之前,为下降期体系域晚期的产物,推测海平面变化速率影响朵体复合体储层垂向分布,基准面下降速率越大,单层砂岩厚度越大,两者呈现出正相关的特征。朵体复合体沉积经历了多期朵体的沉积过程:早期填平补齐的限制性沉积,中期多期侧向迁移的非限制性沉积,以及末期边部高弯曲迁移的富泥水道沉积;从补给水道口向朵体复合体远端,伴随浊流强度逐渐衰减,携带粗粒物质的能力逐渐降低,近端及主体部位厚度大,砂泥比高,边缘及远端沉积厚度减薄,砂泥比降低;主体部位的砂泥比是补给水道口及较远端的2～3倍;陆架形态、地形坡度及与基准面之间的关系影响朵体复合体的沉积位置、外部形态及迁移方式:"窄陆架、陡陆坡"促使粗粒、富砂的朵体复合体近源堆积;地形坡度与基准面一致时浊流在陆坡区的"过路不留",导致朵体复合体形成"无根"的外部形态;沿陆坡走向的坡度变化导致朵体的侧向迁移。