CAJ | 학술논문

最小静校正量基准面技术在原理上优于水平基准面一步法校正，实际应用有多大的优势？以准噶尔盆地LN6井区为例，从基本原理、静校正量计算、速度建场，对最小静校正量基准面校正和水平基准面一步法校正进行对比。在构造圈闭目标识别过程中，使用最小静校正量基准面校正技术，构造精度上取得好的成果，提供部署预探井位一口。
최소정교정량기준면기술재원리상우우수평기준면일보법교정，실제응용유다대적우세？이준갈이분지LN6정구위례，종기본원리、정교정량계산、속도건장，대최소정교정량기준면교정화수평기준면일보법교정진행대비。재구조권폐목표식별과정중，사용최소정교정량기준면교정기술，구조정도상취득호적성과，제공부서예탐정위일구。
The method of datum correction of least static is superior to that of one-step statics correction with horizonal datum in theory.But how many advantages are there in its practical application?This paper takes Wellblock LN6 of Jung-gar Basin for example to compare the datum correction of least static with the one-step statics correction of horizonal da-tum in principle,statics calculation,and velocity-field-built.During identifying structural trap,good results have been ob-tained by using the technology of datum correction of least static.It provided a exploration well for drilling .