页岩孔隙度测量实验方法分析与评价   总被引：2，自引：1，他引：1  

杨巍  薛莲花  唐俊  吕成福  徐勇  杨爽  陈国俊 《沉积学报》2015,33(6):1258-1264

页岩气是目前国内外非常规油气领域研究的热点,有效的页岩孔隙度值是评价页岩储层物性的重要参数。由于页岩本身具有易碎的特点,导致钻取柱体样品难度大,很多学者采用碎样法计算孔隙度,但碎样法与柱体法的差别及测定结果的有效性并未见相关研究成果。本文对相同样品通过三种不同方法:氦气膨胀法测孔隙度(柱体),真、视密度法及低温氮气吸附实验法(样品粉碎至40~60目)分别计算孔隙度。结果发现三种方法测定的三组孔隙度数值不同,每种方法在样品制备上及实验方法的差别是影响实验结果的主要因素,为检验三组孔隙度值的有效性,采用数理统计中的单因素方差分析法进行分析,结果表明页岩柱体与粉碎至40~60目范围内的页岩样品测量的孔隙度值虽有差别,但在有效范围内,具有一致性。但是将页岩粉碎后,页岩中的有效孔隙变化程度较大,故用柱体测定的有效孔隙度法优于其他两种碎样方法。  相似文献   

pH值对适于页岩气储层的SDBS压裂液性能的影响研究          下载免费PDF全文

冯科玮  曹函  施皆能  吴坤  鲁晓敏 《探矿工程》2015,42(12):13-17

在低渗、低孔隙率页岩气储层压裂改造过程中,压裂液体系的pH值直接影响地层中的造缝、稳缝效果。pH值对阴离子表面活性剂压裂液的粘度、表面张力和页岩膨胀抑制性影响很大。通过改变阴离子表面活性剂的浓度,测定了在不同pH值条件下压裂液体系基本性能的变化。研究表明：SDBS压裂液体系的粘度随着pH值的增加先增大后减小,在pH值=9时达到最大;体系在pH值=5时降低体系表面张力的能力最好;页岩的膨胀量随着pH值的增大逐渐增大,在pH=7时膨胀量最大,且随着pH值的进一步增大,页岩膨胀量先减小后增大,在pH值=9时膨胀量最小;当体系的pH值一定时,SDBS在临界胶束浓度状态能够最大程度抑制页岩的膨胀。从化学微观角度上分析了pH值对SDBS压裂液性能的影响,有利于SDBS压裂液体系配方优化。  相似文献   

Improved Geometric Model of Extensional Fault–bend Folding     

ZHENG Xiaoli  HE Guangyu  HU Senqing  YAO Zewei  WANG Hui  LIN Lu 《《地质学报》英文版》2015,89(6):1847-1857

Extensional fault–bend folds, also called rollovers, are one of the most common structures in extensional settings. Numerous studies have shown that oblique simple shear is the most appropriate mechanism for quantitative modeling of geometric relations between normal faults and the strata in their hanging walls. However, the oblique simple shear has a rather serious issue derived from the shear direction, particularly above convex bends. We use geometric and experimental methods to study the deformation of extensional fault–bend folds on convex bends. The results indicate that whether the fault bends are concave or convex, the shear direction of the hanging wall dips toward the main fault. On this basis, we improve the previous geometric model by changing the shear direction above the convex bends. To illustrate basin history, our model highlights the importance of the outer limit of folding instead of the growth axial. Moreover, we propose a new expression for the expansion index that is applicable to the condition of no deposition on the footwall. This model is validated by modeling a natural structure of the East China Sea Basin.  相似文献   

晚中新世-上新世黄土高原佳县红粘土剖面碳同位素记录与C4植被演化     

何同  刘连文  陈旸  强小科  季峻峰 《第四纪研究》2015,35(4)

新生代C4植被开始扩张的年代、过程和驱动机制是全球古气候变化研究的焦点问题.中国黄土高原的黄土-红粘土剖面保存了连续的古生态演化记录,是研究这一关键科学问题的理想载体.本文选择黄土高原北部佳县厚达64m的红粘土剖面(8.2～2.7Ma),对190个层位的次生方解石矿物进行了无机碳同位素测试,由此分析了晚中新世-上新世末的C4植被扩张和演化过程.C4植被持续增长与全球冰盖的扩张基本一致,表明气候变冷很可能导致了黄土高原区域气候的干旱化与降雨季节性的增强.C4植被的扩张存在明显的3个阶段,分别以6.6Ma和3.6Ma为界限,每一次扩张增加10％左右,暗示了全球性的构造事件对黄土高原植被演化的控制.此外,佳县红粘土剖面呈现10次持续时间为10 ～ 20万年的碳同位素正漂移事件,平均每40万年发生一次,说明40万年轨道周期也控制着C4植被的演化.  相似文献   

Hydrodynamic performance of a T-shaped floating breakwater     

《Applied Ocean Research》2019

The comprehensive utilization of floating breakwaters, specially acting as a supporting structure for offshore marine renewable energy explorations, has received more and more attention recently. Based on linear water-wave theory, the hydrodynamic performance of a T-shaped floating breakwater is semi-analytically investigated through the matched eigenfunction expansion method (MEEM). Auxiliary functions, to speed up the convergence and improve the accuracy in the numerical computations, are introduced to represent the singular behavior of fluid field near the lower salient corners of the structure. The effects of the height and installation position of the vertical screen on the reflection and transmission coefficients, dynamic response and wave forces are examined. It is found that the presence of the screen shifts the resonance frequency of RAO for both surge and pitch modes to the low-frequency area, while has no effect on heave mode. The identical added masses, damping and transmission coefficients can be obtained in the cases where the screen holds the same distance away from the longitudinal central axis of the upper box-type structure. Moreover, a relatively small pitch response can be achieved in a wide wave–frequency range, when the breakwater is Γ-shaped.  相似文献   

“海上丝绸之路”超大城市环境变化遥感分析     

冯素云  张凯选  鹿琳琳 《地球信息科学学报》2018,20(5):602-612

随着城市化进程的加快,如何及时、精确地对城市环境的变化做出评价,进而制定出合理的发展方案,对城市可持续发展至关重要。本文综合利用卫星遥感获取的PM_2.5浓度数据、地表温度数据（Land Surface Temperature,LST）、植被指数数据（Normalized Difference Vegetation Index,NDVI）及城市用地辅助信息数据,基于综合评价指标,分析海上丝绸之路沿线12个超大城市地区2000-2013年环境质量的动态变化。研究结果表明,2000-2013年,海上丝绸之路沿线约75%的超大城市呈现出不同程度的环境恶化现象。12个超大城市用地环境恶化及逐步恶化面积占研究区域总面积的31.33%（4732.39 km²）。2000-2013年,城市扩张用地恶化和逐步恶化面积约占总扩张用地的29.48%（3765.83 km²）。平均地表温度的上升、植被覆盖度的急剧下降及PM_2.5浓度的增加均对海上丝绸之路沿线超大城市环境质量变化产生影响。其中,空气中PM_2.5浓度的大幅度增加是2000-2013年海上丝绸之路沿线超大城市扩张用地环境退化的主要原因。  相似文献   

成渝城市群城市建设用地扩张格局及规模体系分析     

张亚萍  张平  孙丹峰  刘顺喜  伦飞 《测绘通报》2020,(7):103-107

基于1990—2018年六期城市建设用地监测数据，本文利用城市用地年面积增长率指数、公共边测度、核密度估计、位序-规模法则等方法，刻画成渝城市群扩张演化特征及其发展规律，并对城市群规模体系进行分析。结果表明：成渝城市群城市建设用地扩张呈先快后慢的趋势，空间上呈“中部高速，南北低速”的特点，建设用地扩张密度高值主要集中在成都、重庆二市且城市群内部连片发展不明显。城市群新增城市用地呈现无序蔓延态势，并未趋于紧凑。2000—2010年，成渝城市群规模分布极化，呈现明显的双核首位特征，2010年后规模分布由非均衡趋于均衡。  相似文献   

基于地理国情数据的城市扩张和生态格局分析——以武汉市为例   总被引：1，自引：0，他引：1  

厉芳婷  张过  贾继鹏 《测绘通报》2020,(11):93-98

城市扩张是城镇化的主要特征，研究城市扩张规律对城市空间规划、高质量发展提供决策依据。本文以武汉市为研究区，以2015—2018年地理国情监测成果为主要数据源，通过数据整理与提取、计算城市扩张特征指数、提取城市格局变化、计算生态景观指数等处理，对研究区城市扩张和生态格局变化特征进行分析。研究结果表明：2015—2018年间，武汉市从快速扩张阶段逐渐减缓，紧凑度逐渐下降；中心城市扩张主要以种植土地破坏为代价；远城区快速扩张主要以林草面积减少为代价；在生态指数上，各生态景观类型破碎度均有下降，但水域面积保持良好。  相似文献   

近20年京津唐地区不透水面变化的遥感监测     

向超  朱翔  胡德勇  乔琨  陈姗姗 《地球信息科学学报》2018,20(5):684-693

不透水面是衡量城市化程度的重要指标之一,对京津唐城市群的不透水面进行深入研究,可以量化城市群扩张过程及其影响,对该区域多城市协调发展及规划布局具有重要意义。本文结合高分辨遥感影像、生长季及落叶季的Landsat TM遥感影像和夜间灯光数据等,采用分类和回归树（Classification and rRegression Tree, CART）算法,构建了适于京津唐地区不透水面盖度提取的技术方案,获取了京津唐地区1995-2016年共5期地表不透水面盖度专题信息,并分析了地表不透水面的时空演变规律,结论为：① 适于京津唐地区不透水面盖度提取的CART算法的最佳输入变量组合为：生长季和落叶季的Landsat TM图像以及对应的夜间灯光数据;其次为生长季Landsat TM遥感图像和夜间灯光数据组合方案。利用该组合方案,ISP估算输出结果的交叉验证精度R值可以达到约0.85,可以满足地表不透水面纵向对比分析的需要。② 从地表不透水面总面积数量值来看,1995-2016年京津唐主体城市区域整体上呈增长趋势,其中2011-2016年地表不透水面积增加愈加明显;③ 从地表不透水面盖度值的高低来看,1995-2016年京津唐中、高盖度不透水面的占比都是在不断增长的,低盖度不透水面占比存在少量下降现象,且京、津、唐3城市的主体城区各阶段变化差异较大,反映出了各城市扩张具有各自不同的时空演变特征。  相似文献   

The effect of expansion ratio on the critical Reynolds number in single fracture flow with sudden expansion          下载免费PDF全文

Jiazhong Qian  Lei Ma  Hongbin Zhan  Qiankun Luo  Xiao Wang  Mu Wang 《水文研究》2016,30(11):1718-1726

Flow in a single fracture (SF) is an important research subject in groundwater hydrology, hydraulic engineering, radioactive nuclear waste repository and geotechnical engineering. An abruptly changing aperture is a unique type of SF. This study discusses the relation between the values of the critical Reynolds number (Re_c) for the onset of symmetry breaking of flow and the expansion ratio (E) of SF, which is defined as the ratio between the outlet (D) and inlet (d) apertures. This study also investigates the effect of inlet aperture d on Re_c for flow in an SF with abruptly changing apertures (SF‐ACA) using the finite volume method. Earlier numerical and experimental results showed that flow is symmetric in respect to the central plane of the SF‐ACA at small Reynolds number (Re) but becomes asymmetric when Re is sufficiently large. Our simulations show that the value of Re_c decreases with the increasing E, and the relationship between the logarithm of Re_c and E can be described accurately using either a quadratic polynomial function or a logarithmic function. However, the relationship of Re_c and d for a given E value is vague, and Re_c becomes even less sensitive to d when E increases. This study also reveals that the hydraulic gradient (J) and flow velocity (v) follow a super‐linear relationship that can be fitted almost perfectly by the Forchheimer equation. The inertial component (J_i) of J increases monotonically with Re, whereas the viscous component (J_v) of J decreases monotonically with Re. The Re value corresponding to equal inertial and viscous components of J (named as the transitional point Re) decreases when E increases, and such a transitional point Re should be closely related to the critical Reynolds number Re_c, although a rigorous theoretical proof is not yet available. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献