基于岩石孔喉结构的致密砂岩分类方法 ——以济阳坳陷古近系为例
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高阳(1982—),男,山东滨州人,副研究员,博士,从事油气地质综合研究。联系电话:18605469715,E-mail:swap124@163.com。

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中国石化科技攻关项目“济阳坳陷古近系致密砂岩有效储层评价及预测”(P15085)


Classification method of tight sandstone based on pore throat structure:A case study of Paleogene in Jiyang Depression
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    摘要:

    致密砂岩沉积类型多样,孔渗关系复杂,孔喉结构是储层表征与评价的关键参数。以济阳坳陷古近系致密砂岩为研究对象,在对不同沉积类型致密砂岩的岩石学特征、孔喉结构特征分析的基础上,利用系统聚类分析法建立基于岩石孔喉结构的致密砂岩分类方案。结果表明:济阳坳陷古近系致密浊积砂岩、致密滩坝砂岩、致密三角洲前缘砂岩在岩石组构和孔喉结构上具有相似性,其Ⅰ类优质储层孔喉半径均值大于1.1 μm,Ⅱ类较好储层为0.7~1.1μm,Ⅲ类中等储层为0.4~0.7 μm,Ⅳ类差储层小于0.4 μm;致密砂砾岩与前3种储层具有明显区别,Ⅰ类优质储层孔喉半径均值大于1.3 μm,Ⅱ类较好储层为0.8~1.3 μm,Ⅲ类中等储层为0.3~0.8 μm,Ⅳ类差储层小于0.3 μm。

    Abstract:

    Tight sandstone are formed in various sedimentary environment,the relationship between porosity and permeability of tight sandstone is complex,and the pore throat structure is the key parameter for reservoir characterization and evaluation. Taking Paleogene tight sandstone in Jiyang Depression as an example,the petrologic features and pore throat structures of different sedimentary types were studied and then the classification scheme of tight sandstone based on petrologic features and pore throat structure characteristics was proposed by means of systematic cluster analysis. Results indicate that petrologic features and pore throat structure of turbidity sandstone,beach-bar sandstone and delta-front sandstone are similar. The average pore throat radius of type Ⅰ best reservoir,type Ⅱ good reservoir,type Ⅲ normal reservoir and type Ⅳ worst reservoir are greater than 1.1,0.7-1.1,0.4-0.7,less than 0.4 μm,respectively. The sandstone with pore throat radius less than 0.3 μm cannot be regarded as reservoir. The tight glutenite is obviously different from the former three types of tight sandstone,for tight glutenite,the average pore throat radius of type Ⅰ best reservoir,type Ⅱ good reservoir,type Ⅲ normal reservoir and type Ⅳ worst reservoir satisfies greater than 1.3,0.8-1.3,0.3-0.8,less than 0.3 μm,respectively.

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高阳,王永诗,李孝军,李趁义.基于岩石孔喉结构的致密砂岩分类方法 ——以济阳坳陷古近系为例[J].油气地质与采收率,2019,26(2):32~41

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  • 在线发布日期: 2019-05-30
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