中国海相碳酸盐岩评价中有关有机质丰度下限的几点讨论

综述了中国海相碳酸盐岩有机质下限研究的若干进展,认为针对不同需求,应提出碳酸盐岩烃源岩最低下限、有效烃源岩下限、战略选区下限3个不同的下限标准。高成熟碳酸盐岩原始有机质丰度恢复一直存在争议,根据生烃动力学,结合热史,可实现原始有机质总量的恢复。碳酸盐岩中泥质与有机质丰度、排烃能力是否相关仍存在争论,认为碳酸盐岩中泥质的作用仍有待进一步研究。     

测绘行业管理处2009年工作要点

国务院、山东省政府于2007年9月和2008年7月分别下发了《关于加强测绘工作的意见》和《关于进一步加强测绘工作的意见》（以下简称《意见》）,要求进一步加强测绘工作。2009年山东省国土资源厅测绘行业管理处的总体工作思路是：以邓小平理论和“三个代表”重要思想为指导,深入学习实践科学发展观,     

Distribution Characteristics of Effective Source Rocks and Their Control on Hydrocarbon Accumulation: A Case Study from the Dongying Sag, Eastern China

The exploration conducted in the Bohai Bay basin, eastern China has demonstrated that the abundant petroleum resources have close affinities to the hydrocarbon kitchen with rich organic matter. A number of oil-generating associations with various characteristics of organic geochemistry and assemblages of multiple reservoir facies are developed due to the multi-center sedimentation, multi-source supply and multi-cycle evolution of filling, which have resulted in the formation of multiple oil and gas accumulation zones of various layers and trap styles. Among them the Paleogene Shahejie Formation is the most important hydrocarbon accumulation combination in the Dongying sag. Heretofore, its proved reserve has reached nearly 1.8×109t, which accounts for more than 90% of the total proved reserves of the Dongying sag. Based on previous studies, more than 600 source rock samples and 186 crude oil samples of the Shahejie Formation, collected from 30 oilfields, have been treated with organic geochemical testing     

黄河下游壶穴的研究

黄河下游(泺口以下)发育了大量的壶穴(Pothole),按成因可以分为6种:流水侵蚀、风蚀、圆砾铸模、冰压刻、冰融水滴蚀及泄气侵蚀。流水侵蚀形成的圆形Pothole规模不一,小者直径在十余厘米,深数厘米,大者直径达数米,深1 m余;风蚀形成的圆形Pothole规模一般比较小,直径多在二、三十厘米以下,深10 cm以下,大部分穴壁缓斜,状如盘碟;圆砾铸模形成的Pothole规模一般较小,直径多在一、二十厘米以下、穴壁陡倾,状如锅穴;冰融水滴蚀形成的Pothole形态复杂,规模不一,既有穴壁缓斜的盘碟状者,也有穴壁陡倾近乎直立的近圆柱状者,直径从不足1cm到三、四十厘米,其穴缘、穴壁和穴底常有次级构造;泄气侵蚀形成的Pothole更是十分复杂,平面形态可以圆形到近圆形甚至其他复杂形态,穴壁可以非常平缓,也可以陡倾,直径从数厘米到数十厘米,深数毫米到二、三十厘米,穴缘和穴壁也常有次级伴生构造,既可单独产出,也可成群产出,同时还可以多个密集产出,状如蜂巢,这一类Pothole的成因极为独特,主要与黄河断流河床捕获的空气泄漏有关。     

Application of Signal Processing Methods to Shear-Wave Splitting Study

This paper briefly discusses the new methods that the authors have put forward to distinguish splitting shear-waves.By combining these new methods with other methods,the authors have processed the recorded data of an earthquake.The study results are consistent with each other.     

鲁北济阳坳陷沾化凹陷东部潜山的发育及油气成藏控制因素

通过对沾化凹陷东部主要断裂发育演化的特征和主要地震测线的平衡剖面、伸展率分析,对该地区潜山发育过程及其与盆地演化的关系进行了研究,并就潜山油气成藏的控制因素进行了分析.结果表明,沾化凹陷东部潜山发育可以划分为早-中三叠世、晚三叠世、早-中侏罗世的潜山发育前期,晚侏罗世-白垩纪的潜山发育期,古近纪的潜山改造、定型期和新近纪-第四纪的潜山成藏期,断裂活动是本区潜山形成演化的主控因素.沾化凹陷东部潜山油气成藏主要受控于该区中、新生代盆地的叠合关系,中生代凸起和古近纪凹陷的叠合部位是最有利的潜山油气成藏区,中生代凸起和古近纪凸起的叠合部位不利于潜山成藏,往往形成潜山披覆背斜油气藏.     

柴达木盆地东部侏罗系煤系烃源岩生烃潜力评价及地球化学特征

对柴达木盆地东部地区侏罗系大煤沟剖面、绿草山剖面进行了露头取样,并利用Rock-Eval生油岩评价仪、色谱—质谱仪、稳定同位素质谱仪等实验分析测试技术对样品进行了地球化学特征分析。实验结果表明,样品有机碳含量变化从0.07%到56.8%,有机质类型以Ш型有机质为主,少数为型有机质,极少数为型有机质,灰黑色油页岩及黑色炭质页岩是侏罗系中的优质烃源岩。检测样品C29甾烷异构化参数C29αββ/(αββ ααα)、C29ααα20S/(20S 20R)分布范围分别为0.25~0.35、0.06~0.34,处于未熟—低熟状态。侏罗系水体环境较浅,多为滨浅湖与沼泽环境,具有煤系烃源岩特点,局部为水体比较咸化的半深湖—深湖环境。     

基于EPAS技术的日照市大气单颗粒物理化学特性及来源研究

城市地区大气气溶胶颗粒的物理化学特性复杂,理清单颗粒精细的化学成分和混合状态对于大气污染溯源和精细治理具有重要意义。本研究利用被动式气溶胶采样器分别在山东省日照市城区和钢铁园区两个区域进行了定点采样,并利用智能扫描电镜环境颗粒物分析系统（IntelliSEM EPAS）对采集的大气单颗粒物样品进行分析。结果表明,日照市大气颗粒物主要由不规则碳质颗粒（C-rich）、含硫颗粒（Ca-S、Na-S-Ca）与矿物颗粒组成。其中,城区样品中C-rich颗粒数量贡献为53.5%,是钢铁园区样品的2.5倍,大于1 μm的颗粒物数量为9.0%,是钢铁园区样品的1.7倍,城区居民活动和工业过程是城市中大气颗粒物特别是二次细颗粒的主要来源。钢铁园区样品中含硫颗粒物数量贡献为72.9%,含硫颗粒物质量贡献为30.9%,富铁颗粒物质量贡献为5.3%,分别是城区样品的1.8倍、3.6倍和2.9倍,表明钢铁园区大气颗粒物的主要来源包括钢铁企业排放的一次污染物及其转化生成的二次细颗粒物。     

菏泽市石油天然气开发利用战略研究

耕地特别是基本农田是不可替代、极为宝贵的稀缺资源,对国家粮食安全具有基础作用,对农民生计具有保障作用,对农村社会具有稳定作用。为此,山东省国土资源厅耕地保护处始终把严格保护耕地,促进集约用地当作重要工作任务来抓。     

Comparative Analysis of Seismic Response Characteristics of Pile-Soil-Stnicture Interaction System

The study on the earthquake-resistant performance of a pile-soil-structure interaction system is a relatively complicated and primarily important issue in civil engineering practice. In this paper, a computational model and computation procedures for pile-supported structures, which can duly consider the pile-soil interaction effect, are established by the finite element method. Numerical implementation is made in the time domain. A simplified approximation for the seismic response analysis of pile-soil-structure systems is briefly presented. Then a comparative study is performed for an engineering example with numerical results computed respectively by the finite element method and the simplified method. Through comparative analysis, it is shown that the results obtained by the simplified method well agree with those achieved by the finite element method. The numerical results and findings will offer instructive guidelines for earthquake-resistant analysis and design of pile-supported structures.