石油勘探与开发
石油勘探與開髮
석유감탐여개발
PETROLEUM EXPLORATION AND DEVELOPMENT
2014年
3期
336-340
,共5页
程万%金衍%陈勉%徐彤%张亚坤%刁策
程萬%金衍%陳勉%徐彤%張亞坤%刁策
정만%금연%진면%서동%장아곤%조책
页岩%水力压裂%天然裂缝%水力裂缝%产状
頁巖%水力壓裂%天然裂縫%水力裂縫%產狀
혈암%수력압렬%천연렬봉%수력렬봉%산상
shale%hydraulic fracturing%natural fracture%hydraulic fracture%occurrence
基于对三维空间下水力裂缝尖端应力场以及作用在天然裂缝面上的应力场的分析,建立了水力裂缝穿透天然裂缝的判别准则。利用大尺寸真三轴水力压裂实验模拟系统,实验研究了不同产状天然裂缝、地应力对水力裂缝扩展行为的影响。实验研究表明:水力裂缝穿透预制裂缝的现象主要发生在高逼近角、高走向角、高水平应力差异系数、高水平应力差的区域;水平应力差存在一个临界值,大于该值,水力裂缝才可能穿透预制裂缝。实验结果与本准则预测结果吻合良好。应用本准则,预测四川盆地龙马溪组页岩气试验井水力裂缝不能穿透天然裂缝面,与微地震压裂监测解释结果一致。图8表1参15
基于對三維空間下水力裂縫尖耑應力場以及作用在天然裂縫麵上的應力場的分析,建立瞭水力裂縫穿透天然裂縫的判彆準則。利用大呎吋真三軸水力壓裂實驗模擬繫統,實驗研究瞭不同產狀天然裂縫、地應力對水力裂縫擴展行為的影響。實驗研究錶明:水力裂縫穿透預製裂縫的現象主要髮生在高逼近角、高走嚮角、高水平應力差異繫數、高水平應力差的區域;水平應力差存在一箇臨界值,大于該值,水力裂縫纔可能穿透預製裂縫。實驗結果與本準則預測結果吻閤良好。應用本準則,預測四川盆地龍馬溪組頁巖氣試驗井水力裂縫不能穿透天然裂縫麵,與微地震壓裂鑑測解釋結果一緻。圖8錶1參15
기우대삼유공간하수력렬봉첨단응력장이급작용재천연렬봉면상적응력장적분석,건립료수력렬봉천투천연렬봉적판별준칙。이용대척촌진삼축수력압렬실험모의계통,실험연구료불동산상천연렬봉、지응력대수력렬봉확전행위적영향。실험연구표명:수력렬봉천투예제렬봉적현상주요발생재고핍근각、고주향각、고수평응력차이계수、고수평응력차적구역;수평응력차존재일개림계치,대우해치,수력렬봉재가능천투예제렬봉。실험결과여본준칙예측결과문합량호。응용본준칙,예측사천분지룡마계조혈암기시험정수력렬봉불능천투천연렬봉면,여미지진압렬감측해석결과일치。도8표1삼15
Based on the analysis of the stress fields near the hydraulic fracture tip and on the natural fracture surface, a criterion for identifying hydraulic fractures crossing natural fractures was proposed. A series of hydraulic fracturing tests were conducted to investigate the influences of natural fractures occurrence and horizontal stress contrast on hydraulic fracture propagation using large scale tri-axial fracturing system. The experiment results showed that the crossing happens in the region with high approaching angle and strike angle, large horizontal stresses and horizontal stress difference coefficient. Horizontal stress contrast has a critical value, only when it is above the critical value, may the hydraulic fracture cross the natural fracture. These experimental results agree with the predictions of this criterion well. It is predicted by this criterion that the hydraulic fracture of a test well in the Longmaxi shale formation, Sichuan Basin, can’t cross the natural fracture, which agrees with the micro-seismic monitoring results.