黄河下游冲积平原潮土土壤孔隙微形态特征          下载免费PDF全文

张保华  陶宝先  曹建荣  刘子亭 《干旱区地理》2020,43(3):687-693

土壤颗粒排列是影响孔隙特征的最基本因素。土壤薄片能够直接观察且定量的分析土壤孔隙特征。为了解不同质地土壤的孔隙差异,于山东省东昌府区采集不同质地土壤（壤土、黏壤土、砂质壤土）,通过常规方法和土壤微形态技术对比分析土壤孔隙特征。结果表明：三类样地土壤孔隙度均为表层向下逐渐减少。表层、底层差异在砂质壤土中主要体现于总孔隙度与毛管孔隙度,黏壤土、壤土则主要体现为总孔隙度与非毛管孔隙度。砂质壤土中各土层均以简单堆集孔隙为主;而0~10 cm黏壤土、壤土以复合堆积孔隙为主,其下复合堆积孔隙减少、其他形状孔隙增多。薄片图像测定孔隙数量可反映常规分析总孔隙度的50%左右,对于非毛管孔隙度则可反映80%左右。因此,土壤薄片更适合分析土壤非毛管孔隙。  相似文献   

Spatial distribution of micrometre‐scale porosity and permeability across the damage zone of a reverse‐reactivated normal fault in a tight sandstone: Insights from the Otway Basin,SE Australia     

Natalie Debenham  Natalie J. C. Farrell  Simon P. Holford  Rosalind C. King  David Healy 《Basin Research》2019,31(3):640-658

Knowledge of the permeability structure of fault‐bearing reservoir rocks is fundamental for developing robust hydrocarbon exploration and fluid monitoring strategies. Studies often describe the permeability structure of low porosity host rocks that have experienced simple tectonic histories, while investigations of the influence of faults with multiple‐slip histories on the permeability structure of porous clastic rocks are limited. We present results from an integrated petrophysical, microstructural, and mineralogical investigation of the Eumeralla Formation (a tight volcanogenic sandstone) within the hanging wall of the Castle Cove Fault which strikes 30 km NE–SW in the Otway Basin, southeast Australia. This late Jurassic to Cenozoic‐age basin has experienced multiple phases of extension and compression. Core plugs and thin sections oriented relative to the fault plane were sampled from the hanging wall at distances of up to 225 m from the Castle Cove Fault plane. As the fault plane is approached, connected porosities increase by ca. 10% (17% at 225 m to 24% at 0.5 m) and permeabilities increase by two orders of magnitude (from 0.04 mD at 225 m to 1.26 mD at 0.5 m). Backscattered Scanning Electron Microscope analysis shows that microstructural changes due to faulting have enhanced the micrometre‐scale permeability structure of the Eumeralla Formation. These microstructural changes have been attributed to the formation of microfractures and destruction of original pore‐lining chlorite morphology as a result of fault deformation. Complex deformation, that is, formation of macrofractures, variably oriented microfractures, and a hanging wall anticline, associated with normal faulting and subsequent reverse faulting, has significantly influenced the off‐fault fluid flow properties of the protolith. However, despite enhancement of the host rock permeability structure, the Eumeralla Formation at Castle Cove is still considered a tight sandstone. Our study shows that high‐resolution integrated analyses of the host rock are critical for describing the micrometre‐scale permeability structure of reservoir rocks with high porosities, low permeabilities, and abundant clays that have experienced complex deformation.  相似文献   

砂土地层泥水盾构开挖面孔隙变化特征理论研究     

毛家骅  袁大军  杨将晓  张兵 《岩土力学》2020,41(7):2283-2292

为保证开挖面的稳定,泥水盾构压力舱中的泥浆必须及时在开挖面土体表层形成泥膜,泥浆压力才能有效平衡地层中的水土压力。在考虑泥浆渗滤效应的基础上,建立了砂土地层泥水盾构开挖面泥浆恒压渗透模型,分析了渗透时间、泥浆浓度、泥浆压力和地层初始孔隙率对土体孔隙率及泥浆成膜的影响。结合刀具周期性切削作用,总结了泥浆反复渗透引起的开挖面表层土体孔隙率变化规律。基于刀盘、刀具布置形式和盾构掘进参数,分析了盾构掘进期间开挖面支护机制。结果表明：在无刀具切削作用时,泥浆渗透规律主要受到泥浆和地层特性影响;在刀具周期性切削作用下,在相同的切削深度下,刀具切削周期越短,泥膜在开挖面上越难形成;刀具较小的纵向切入速度有利于开挖面上更快形成泥膜;适当减少刀盘上同一轨迹刀具布置数量,降低盾构掘进速度和刀盘转动速度,有利于盾构掘进期间开挖面上泥膜存在面积的增大,对开挖面稳定起到积极作用。  相似文献   

冻融循环对黄土渗透系数各向异性影响的试验研究   总被引：1，自引：1，他引：0  

赵茜  苏立君  刘华  杨金熹 《冰川冻土》2020,42(3):843-853

为了反映冻融循环作用对原状黄土渗透各向异性及原状、 重塑黄土渗透差异的影响, 以西安Q₃黄土为研究对象, 通过三轴固结渗透试验对比分析了冻融前后水平、 竖直向原状黄土及重塑黄土的渗透系数随初始含水率、 围压、 冻融循环次数变化的规律。结果表明： 未冻融时各级围压下竖直向原状黄土的渗透系数为2×10^-6 ~ 18×10^-6 cm?s^-1, 水平向原状黄土和重塑黄土的渗透系数为0 ~ 4×10^-6 cm?s^-1; 经历冻融循环后, 水平、 竖直向原状黄土及重塑黄土的渗透系数与初始含水率的关系曲线分别呈现逐渐上升、 抛物线形式与变化平缓的不同特征, 而三者的渗透系数均随冻融循环次数的增加呈现数量级增大的趋势; 原状黄土的竖直 - 水平渗透系数比（k_v /k_h ）由冻融前的4.38逐渐减小到0.90, 可见冻融循环作用在显著提高黄土渗透性能的同时, 可以强烈弱化其各向异性特征。通过建立围压、 渗透系数与土体孔隙率的相关关系可知, 原状、 重塑黄土的孔隙率与围压存在极强的负线性相关性, 渗透系数随围压的增大呈典型指数衰减特征, 渗透系数与孔隙率具有相似的变化趋势, 因此冻融循环过程中土体孔隙率的改变是导致其渗透性质变化的主要原因。  相似文献   

Reservoir Porosity Measurement Uncertainty and its Influence on Shale Gas Resource Assessment     

TIAN Hu  ZOU Caineng  LIU Shaobo  HONG Feng  FAN Junji  GUI Lili  HAO Jiaqing 《《地质学报》英文版》2020,94(2):233-242

Reservoir porosity is a critical parameter for the process of unconventional oil and gas resources assessment. It is difficult to determine the porosity of a gas shale reservoir, and any large deviation will directly reduce the credibility of any shale gas resources evaluation. However, there is no quantitative explanation for the accuracy of porosity measurement. In this paper, measurement uncertainty, an internationally recognized index, was used to evaluate the results of porosity measurement of gas shale plugs, and its impact on the credibility of shale gas resources assessment was determined. The following conclusions are drawn:(1) the measurement uncertainty of porosity of a shale plug is 1.76%–3.12% using current measurement methods, the upper end of which is too large to be acceptable. It is suggested that the measurement uncertainty should be factored into the standard helium gas injection porosity determination experiment, and the uncertainty should be less than 2.00% when using a high-precision pressure gauge;(2) in order to reduce the risk for exploration and decision-making, attention should be paid to the large uncertainty(30% at least) of shale gas resource assessment results, sometimes with corrections being made based on the practical considerations;(3) a pressure gauge with an accuracy of 0.25% of the full scal cannot meet the requirements of porosity measurement, and a high-precision plug cutting method or high-precision bulk volume measurement method such as one using 3 D scanning, is recommended to effectively reduce porosity uncertainty;(4) the method and process for evaluating the measurement uncertainty of gas shale porosity could also be referred for assessment of experimental quality by other laboratories.  相似文献   

基于岩石物理模型的碳酸盐岩储层微观孔隙特征分析方法     

李博南  曲寿利  沈珲 《吉林大学学报(地球科学版)》2020,50(1):285-293

碳酸盐岩储层的微观孔隙结构普遍具有类型复杂和纵向变化快的特征。由于地球物理资料尺度的限制,现有的解释手段不能有效刻画这些关键特征。笔者采用临界孔隙度模型作为理论依据,建立了微观孔隙结构与宏观弹性参数响应之间的定量关系;以岩石物理实验数据为约束,提出了一种基于概率统计学的方法估算储层关键参数并识别岩石孔隙类型。在YS1井的应用表明：新方法有效挖掘了声波测井数据中隐含的微观信息,参数预测结果达到较高的精度（平均相对误差小于10%）,可以为优质储层段的划分提供可靠的参考依据。  相似文献   

高孔隙多金属硫化物海水围压下切削模拟     

李艳  王梓勋  栗梦丹 《海洋工程》2018,36(5):83-89

考虑海底多金属硫化物(SMS)高孔隙率、受围压等特点,首先采用蒙特卡罗法,结合APDL语言建立了具有一定孔隙率的SMS矿体几何模型,然后基于LS-DYNA仿真平台建立了高海水围压条件下单截齿切削破碎具有一定孔隙率SMS矿体的仿真模型,并进行了相应的数值模拟。研究结果表明:在高海水围压条件下,多金属硫化物的切削难度明显增强,高围压作用使切屑更难从矿体基岩剥离,截齿受到的三向阻力明显增大;随着多金属硫化物矿体的孔隙率增大,截齿破碎矿体受到的切削阻力会减小。  相似文献   

孔隙水压力对岩石力学参数的影响   总被引：5，自引：0，他引：5  

刘琦  卢耀如  李晓昭 《地球学报》2008,29(5):660-664

多孔多相的岩石介质中,孔隙水压力的变化会引起岩石的变形,其力学参数随之改变,而岩石的力学参数变化反过来会引起渗流场发生改变。本文利用岩石力学参数在其中的作用,推导出孔隙水压力变化时,岩石变形与孔隙度、压缩系数和体积弹性模量间的关系式。通过理论计算与分析表明,在渗流场和变形场的非线性程度不很高,参数关系不是很复杂的情况下,利用岩石力学参数的更新来进行耦合分析的方法,对于近期工程应用行之有效。  相似文献   

双相介质分界面上弹性波的反射与透射   总被引：1，自引：0，他引：1       下载免费PDF全文

卢明辉  巴晶  杨慧珠 《地球物理学进展》2007,22(5):1439-1445

本文基于Biot理论,推导出Zoeppritz形式的双相介质分界面上弹性波的反射与透射公式,对单相Zoeppritz公式与双相反射系数公式进行了比较,对双相介质含油、水、气不同流体时的反射规律以及孔隙度、渗透率、饱和度等储层参数对纵波反射的影响进行了研究.数值模拟分析表明,双相与单相反射公式的主要差异在于双相介质反射公式中考虑了液相、固液耦合相弹性模量的影响;油砂、水砂、气砂岩的慢P波反射差异明显;快P波反射对孔隙度的变化敏感,饱和度次之,对渗透率和频率的变化不敏感.  相似文献   

Changes in bark properties and hydrology following prescribed fire in Pinus taeda and Quercus montana     

Courtney Siegert  Anna Ilek  Adam Wade  Callie Schweitzer 《水文研究》2023,37(1):e14799

In the eastern United States, the use of prescribed fire as a silvicultural technique to manage for desirable upland tree species is increasing in popularity. Bark physical properties such as thickness, density, and porosity have known associations with fire tolerance among species. These physical properties simultaneously influence rainfall interception and canopy storage and thus are of interest across a range of disciplines. Furthermore, while these characteristics are innate to a species, it is unknown whether repeated exposure to fire facilitates physical change in bark structure and whether these changes are consistent among species. To answer these questions, bark samples were collected from mature pine (Pinus taeda L.) and oak (Quercus montana Willd.) trees from sites across the Bankhead National Forest in Alabama, USA under three different burn regimes: 3-year cycle, 9-year cycle, and no fire. Samples were analysed in the laboratory for bulk density, porosity, water storage capacity, and hygroscopicity (the amount of atmospheric water vapour absorbed by bark during non-rainfall conditions). Drying rates of saturated samples under simulated wetting conditions were also assessed. Oak bark had higher bulk density, lower porosity, and dried slower than pine bark. Interestingly, bark from both species had lower bulk density, higher porosity, greater water storage capacity, and dried faster in stands that were burned every 3 years compared to other fire regimes (p < 0.001). In summary, this study demonstrates that prescribed fire regimes in an eastern US forest alter bark structure and thus influence individual tree control on hydrological processes. The increase in bark water storage capacity, coupled with faster bark evaporation times may lead to less water inputs to the forest floor and drier overall conditions. Further investigation of this fire-bark-water feedback loop is necessary to understand the extent of these mechanisms controlling landscape-scale conditions.  相似文献