板桥-合水地区长6₃储层成岩相孔隙结构特征及优质储层分布     

张茜  孙卫  明红霞  王倩  张龙龙 《沉积学报》2016,34(2):336-345

利用铸体薄片、扫描电镜、常规压汞、恒速压汞及相渗等资料,研究了板桥-合水地区长6₃储层成岩相类型及其微观孔隙结构特征,总结了不同成岩相的测井响应特征,确定了纵向及平面分布规律。结果表明优质成岩相的展布受沉积相、成岩作用与孔隙结构共同控制,尤其是喉道分布才是控制砂岩储层渗透性的主要因素。水云母胶结-残余粒间孔相和水云母胶结-长石溶蚀相储层主要分布于半深湖相重力流复合水道浊流沉积中,细-微细喉道发育,孔喉连通性好,渗流能力最好,油水呈相对均匀的渗流,孔隙内的油气极易通过喉道被开采出来;绿泥石胶结相、水云母胶结弱溶蚀相储层位于分支水道边缘,呈孤岛状分布,孔喉半径小但分布均匀,渗流能力中等-差;碳酸盐胶结相、碳酸盐+水云母胶结相储层主要发育在分支水道间,孔隙结构发育程度差,喉道细小且孔喉连通性差,富集于孔隙中的油气难以通过小喉道,采收率低。  相似文献   

川西龙门山前陆盆地晚新生代沉积记录与构造响应     

白毛伟  谢小平  陈芝聪 《江苏地质》2016,40(4):640-645

龙门山前陆盆地位于青藏高原东缘,夹于龙门山推覆造山带与龙泉山褶断带之间。自4.6 Ma以来,逆冲推覆构造运动使龙门山造山带强烈隆升,古河流的侵蚀、搬运和堆积作用使盆地沉积了1套巨厚的半固结—松散堆积物。通过对沉积特征和沉积结构的综合研究,认为龙门山前陆盆地是由自东向西的深部多级俯冲潜滑而引起的浅部由西向东的多层次推覆作用形成的,其晚新生代逆冲推覆构造所产生的构造负载是龙门山前陆盆地的成盆动力。岩浆物质的循环过程表明成都盆地在形成过程中遵循物质循环与能量守恒定律。龙门山前陆盆地地质构造的沉积响应表现为:沉积基底整体上向西倾斜,盆地剖面明显不对称;沉积地层与下伏地层均为不整合接触;盆内发育了一系列相间排列的次级凹陷和凸起,并呈雁斜式展布;砾质粗碎屑楔状体的周期性发育。从盆地动力学的角度初步分析了龙门山前陆盆地盆-山耦合关系,龙门山冲断带及其前陆盆地的研究对于大地构造位置、成矿作用以及油气聚集地的勘探等具有重要意义。  相似文献   

辽河油田东部凹陷玄武岩测井特征分析     

左程吉  陆哲昆  王宏伟  王祝文 《世界地质》2016,35(4):1095-1100

针对辽河油田东部凹陷地区复杂火成岩岩性中玄武岩的测井特征,根据东部凹陷的测井数据及取芯段的薄片识别,共找到4种不同类型的玄武岩地层,分两组进行对比分析。第一组:气孔玄武岩、角砾化玄武岩;第二组:玄武岩、含油水层的玄武岩。利用玄武岩地层对应数据制作测井响应统计表,对比不同类型测井参数的差别制作交会图,得到角砾化玄武岩相对气孔玄武岩有较高的自然电位值,含油水层的玄武岩相对玄武岩有较高自然伽马值及中子值等特征。分析原因为气孔玄武岩及角砾化玄武岩孔隙裂缝发育,密度较低,黏土矿物充填角砾化玄武岩孔隙使自然电位值相对较高;含油水层的玄武岩中大量氢元素使中子值及自然伽马值相对玄武岩有所增加。  相似文献   

Axial friction response of full-scale pipes in soft clays     

《Applied Ocean Research》2016

The axial friction response of subsea pipelines in soft clays is a very important aspect for designers of subsea pipelines but the response is not well understood so far. There is a pressing need for the comprehension of the response. In this paper, model tests are performed using full-scale pipes coated with polyethylene (PE) to study the effects of the set-up period, the pipe diameter, the buried depth of the pipe, the shear strength of soft clays and the loading rate on the axial friction response of pipelines in soft clays. The variations of the axial friction coefficient are analyzed using the effective stress method based on model test results. The results show that the axial friction resistance increases with the increasing pipe diameter but the effect of the pipe diameter on the axial friction coefficient can be neglected. The ultimate axial resistance also increases with the increase of the buried depth of pipelines, the undrained shear strength of soft clays and the loading rate. The axial friction coefficient increases with the increasing loading rate. However, the axial friction coefficient decreases with the increasing buried depth. The method to determine the axial friction coefficient is developed by analyzing model test results, which considers the effects of the diameter, the buried depth, the undrained shear strength of soft clays and the loading rate. The study results not only extend the industry data base but also supply a basis to determine the axial friction coefficient of PE-coated pipes in soft clays for ocean engineering geological investigations.  相似文献   

Oil dispersal modelling: reanalysis of the Rena oil spill using open-source modelling tools     

HFE Jones  MTS Poot  JC Mullarney  WP de Lange 《新西兰海洋与淡水研究杂志》2016,50(1):10-27

ABSTRACT

Oil spill forecast modelling is typically used immediately after a spill to predict oil dispersal and promote mobilisation of more effective response operations. The aim of this work was to map oil dispersal after the grounding of the MV Rena on Astrolabe Reef and to verify the results against observations. Model predictions were broadly consistent with observed distribution of oil contamination. However, some hot spots of oil accumulation, likely due to surf-zone and rip current circulation, were not well represented. Additionally, the model was run with 81 differing wind conditions to show that the events occurring during the grounding represented the typical likely behaviour of an oil spill on Astrolabe Reef. Oil dispersal was highly dependent on prevailing wind patterns; more accurate prediction would require better observations of local wind patterns. However, comparison of predictions with observations indicated that the GNOME model was an effective low-cost approach.  相似文献   

高等级海况条件下移动式海上基地动力响应分析     

李青美  吴林键  王元战  肖忠  李怡 《海洋科学》2016,40(8):129-137

针对半潜式超大型浮式结构中典型的移动式海上基地(Mobile Offshore Base,MOB)在高等级海况下的动力响应问题展开研究。在MOB结构"刚性模块-柔性连接构件(Rigid Modules and Flexible Connectors,RMFC)"模型的前提下,根据动力学基本原理,经理论推导并计算得到MOB分别在6、7、8级海况的随机波激励下,其上各模块的动力响应位移结果。详细分析了MOB结构同一模块在不同海况条件下的动力响应位移随浪向角及连接构件刚度的变化规律。研究成果可为半潜式超大型浮式结构动力响应研究及结构优化设计提供一定的技术支撑。  相似文献   

Effects of linear and exponential heterogeneity on the dynamic response of a moving load in an irregular isotropic half-space: a comparative study     

Abhishek Kumar Singh  Anirban Lakshman  Amares Chattopadhyay 《Geomechanics and Geoengineering》2016,11(3):201-218

Heterogeneity, being a trivial feature inside the earth or in a geostructure, makes a strong basis for its consideration in the study of geomechanics. Inclusion of the concept of heterogeneity along with irregularity in the medium brings a novelty to the existing literature related to the study of the moving load. The present study investigates the effects of linear and exponential heterogeneity on the dynamic response due to a normal load moving with constant velocity on a rough irregular heterogeneous isotropic half-space in a comparative approach. Expressions for both normal and shear stresses for either case of heterogeneity have been established in closed form. Substantial effects of the affecting parameters such as depth, irregularity factor, maximum depth of irregularity, frictional coefficient, linear heterogeneity parameter and exponential heterogeneity parameter on normal and shear stresses for both the cases of heterogeneity have been observed. Numerical computation has been carried out and the effects of said parameters have been meticulously examined by means of graphs. Moreover, different cases of heterogeneity and homogeneity along with various types of irregularity namely rectangular, parabolic and no irregularity are compared which serve as a focal theme of the study.  相似文献   

An Analytical Solution for Dynamic Response of the Plate with Different Impedances Subjected to Underwater Explosion     

陈莹玉  姚熊亮  肖巍 《海洋工程》2016,(3):329-342

In this paper, the transmitted part of the incident wave is considered to revise Taylor’s solution, which is used to extend its application for analytical models to predict the response of the plate with different material properties. The influence of the material properties and the boundary condition of the plate on fluid and structural dynamics is systematically investigated. The analytical results are compared with those of detailed dynamic FE simulations and the two are in good agreement. The results indicate that the analytical method is valid and suitable for the plates with different material properties subjected to underwater explosion. It is found that Taylor’s results of the plate with small impedance are invalid, which indicates a potential application field for the analytical method.  相似文献   

Coupled Dynamic Response Analysis of A Multi-Column Tension-Leg-Type Floating Wind Turbine   总被引：4，自引：3，他引：1  

赵永生  杨建民  何炎平  顾敏童 《海洋工程》2016,(4):505-520

This paper presents a coupled dynamic response analysis of a multi-column tension-leg-type floating wind turbine (WindStar TLP system) under normal operation and parked conditions. Wind-only load cases, wave-only load cases and combined wind and wave load cases were analyzed separately for the WindStar TLP system to identify the dominant excitation loads. Comparisons between an NREL offshore 5-MW baseline wind turbine installed on land and the WindStar TLP system were performed. Statistics of selected response variables in specified design load cases (DLCs) were obtained and analyzed. It is found that the proposed WindStar TLP system has small dynamic responses to environmental loads and it thus has almost the same mean generator power output under operating conditions as the land-based system. The tension mooring system has a sufficient safety factor, and the minimum tendon tension is always positive in all selected DLCs. The ratio of ultimate load of the tower base fore-aft bending moment for the WindStar TLP system versus the land-based system can be as high as 1.9 in all of the DLCs considered. These results will help elucidate the dynamic characteristics of the proposed WindStar TLP system, identify the difference in load effect between it and land-based systems, and thus make relevant modifications to the initial design for the WindStar TLP system.  相似文献   

黄河口清水沟河道的冲淤过程与模拟          下载免费PDF全文

郑珊  吴保生  周云金  王开荣  韩沙沙 《水科学进展》2018,29(3):322-330

为揭示黄河口清水沟河道长时段的冲淤演变规律并建立其冲淤计算方法,分析了清水沟1976—2015年的时空冲淤演变过程,采用河床演变的滞后响应模型,考虑河口来水来沙及河道延伸与蚀退的影响,建立了清水沟累计冲淤量的计算方法。结果表明:1976—1980年改道初期清水沟改道点上游先冲后淤,改道点下游淤滩塑槽,淤积量随着下游河道展宽而增加,1980年后改道点上、下游河道冲淤过程趋于一致;受水沙条件等因素影响,1980—1986年清水沟主槽冲刷展宽,之后主槽淤积萎缩;1996年清八改汊和2002年小浪底水库"调水调沙"原型试验以来,河道转淤为冲,2002年后河道冲刷速率随时间指数衰减;河床演变的滞后响应模型可计算清水沟长时段的冲淤过程,该方法可为预测未来清水沟冲淤演变趋势提供科学参考。  相似文献