岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2014年
10期
2888-2893,3027
,共7页
张帆%周辉%吕涛%胡大伟%盛谦%肖本林
張帆%週輝%呂濤%鬍大偉%盛謙%肖本林
장범%주휘%려도%호대위%성겸%초본림
二氧化碳咸水层封存%实例分析%岩层稳定性%二氧化碳运移
二氧化碳鹹水層封存%實例分析%巖層穩定性%二氧化碳運移
이양화탄함수층봉존%실례분석%암층은정성%이양화탄운이
CO2 storage in saline aquifer%case study%formation stability%CO2 transportation
第I部分[1]提出了一个两相流-岩层流固耦合模型,为了应用该模型对超临界二氧化碳注入过程中岩层力学响应和流体运移进行评估,采用Comsol商业程序,提出了相应的数值分析方法。给出了模型参数的确定方法,并采用室内试验数据对模型进行了验证;通过现场的温度和压力条件以及岩层的Van Genuchten参数,确定了二氧化碳的密度和黏度。基于三轴压缩试验、有效应力系数试验和渗透性试验,对力学模型及耦合关系中的参数进行了验证。最后给出一个应用实例,该岩层位于地下680~700 m深度,宽度为100 m,分析了不同二氧化碳注入速率下注入压力的演化规律,得到了岩层中孔隙压力、竖向应变和损伤变量的分布,并对二氧化碳的运移规律也进行了分析。研究结果为超临界二氧化碳注入过程中岩层力学响应和流体运移的评估提供了理论基础。
第I部分[1]提齣瞭一箇兩相流-巖層流固耦閤模型,為瞭應用該模型對超臨界二氧化碳註入過程中巖層力學響應和流體運移進行評估,採用Comsol商業程序,提齣瞭相應的數值分析方法。給齣瞭模型參數的確定方法,併採用室內試驗數據對模型進行瞭驗證;通過現場的溫度和壓力條件以及巖層的Van Genuchten參數,確定瞭二氧化碳的密度和黏度。基于三軸壓縮試驗、有效應力繫數試驗和滲透性試驗,對力學模型及耦閤關繫中的參數進行瞭驗證。最後給齣一箇應用實例,該巖層位于地下680~700 m深度,寬度為100 m,分析瞭不同二氧化碳註入速率下註入壓力的縯化規律,得到瞭巖層中孔隙壓力、豎嚮應變和損傷變量的分佈,併對二氧化碳的運移規律也進行瞭分析。研究結果為超臨界二氧化碳註入過程中巖層力學響應和流體運移的評估提供瞭理論基礎。
제I부분[1]제출료일개량상류-암층류고우합모형,위료응용해모형대초림계이양화탄주입과정중암층역학향응화류체운이진행평고,채용Comsol상업정서,제출료상응적수치분석방법。급출료모형삼수적학정방법,병채용실내시험수거대모형진행료험증;통과현장적온도화압력조건이급암층적Van Genuchten삼수,학정료이양화탄적밀도화점도。기우삼축압축시험、유효응력계수시험화삼투성시험,대역학모형급우합관계중적삼수진행료험증。최후급출일개응용실례,해암층위우지하680~700 m심도,관도위100 m,분석료불동이양화탄주입속솔하주입압력적연화규률,득도료암층중공극압력、수향응변화손상변량적분포,병대이양화탄적운이규률야진행료분석。연구결과위초림계이양화탄주입과정중암층역학향응화류체운이적평고제공료이론기출。
The first part proposed a two-phase flow-reservoir coupling model, in order to apply this model to evaluate the stability of reservoir and fluid transportation, the commercial algorithm, Comsol Multiphysics, is used and the corresponding numerical modeling method is proposed. The determination procedure of model parameters is firstly presented and the simulation results are validated by the laboratory tests. The density and viscosity of CO2 are determined according to the in situ condition of temperature and pressure, the Van Genuchten parameters of rock layer are from the literature. Based on the triaxial compression tests, effective stress coefficient tests and permeability tests, the model parameters involved in mechanical model and coupling relations are identified. We then perform a case study. The rock layer is situated at depth between 680 to 700 m, and the width is 100 m. The evolution of injection pressure under different injection rates is studied, the distributions of pore pressure, vertical strain and damage variable are presented;the CO2 transportation is also analyzed. The present work offers theoretical basis for evaluating the stability of reservoir and fluid transportation.