太原理工大学学报
太原理工大學學報
태원리공대학학보
Journal of Taiyuan University of Technology
2015年
6期
680-684,690
,共6页
贾少华%赵金昌%尹志强%卞德存%闫东%冯剑锋
賈少華%趙金昌%尹誌彊%卞德存%閆東%馮劍鋒
가소화%조금창%윤지강%변덕존%염동%풍검봉
煤层致裂%高压脉冲放电%等离子通道%水激波%波前时间
煤層緻裂%高壓脈遲放電%等離子通道%水激波%波前時間
매층치렬%고압맥충방전%등리자통도%수격파%파전시간
fracturing coal seams%pulsed high-voltage discharge%plasma channel%water shock-wave%front time
针对我国煤层气抽采率低的现状,首次提出在现有钻孔水压致裂的基础上,施以高压脉冲放电,以增加煤层水压致裂过程中裂隙的通透性;借助自主研发的高压脉冲水中放电实验装置,研究了脉冲放电水激波波前时间 t及其斜率K 随放电电压U及静水压力p0的变化规律,并结合相关的数据采集与分析系统进行了不同放电参数下的实验研究。通过建立水激波波前时间的理论计算模型,并对其进行求解,获得了 t及K 关于U和p 0的二元函数关系式 t= F(U ,p0)及 K= G (U ,p0)。实验结果与理论计算均表明:当 p0一定时,t随U的增大而减小,而 K 随U的增大而增大,即水压一定时,电压越高,水激波波前时间越短,峰值压力上升速度越快;当U 一定时,t随 p0的增大而增大,而 K 随 p0的增大而减小,即放电电压一定时,水压越高,水激波波前时间越长,峰值压力上升速度越慢。该研究为煤层高压电脉冲水压致裂提供了理论依据。
針對我國煤層氣抽採率低的現狀,首次提齣在現有鑽孔水壓緻裂的基礎上,施以高壓脈遲放電,以增加煤層水壓緻裂過程中裂隙的通透性;藉助自主研髮的高壓脈遲水中放電實驗裝置,研究瞭脈遲放電水激波波前時間 t及其斜率K 隨放電電壓U及靜水壓力p0的變化規律,併結閤相關的數據採集與分析繫統進行瞭不同放電參數下的實驗研究。通過建立水激波波前時間的理論計算模型,併對其進行求解,穫得瞭 t及K 關于U和p 0的二元函數關繫式 t= F(U ,p0)及 K= G (U ,p0)。實驗結果與理論計算均錶明:噹 p0一定時,t隨U的增大而減小,而 K 隨U的增大而增大,即水壓一定時,電壓越高,水激波波前時間越短,峰值壓力上升速度越快;噹U 一定時,t隨 p0的增大而增大,而 K 隨 p0的增大而減小,即放電電壓一定時,水壓越高,水激波波前時間越長,峰值壓力上升速度越慢。該研究為煤層高壓電脈遲水壓緻裂提供瞭理論依據。
침대아국매층기추채솔저적현상,수차제출재현유찬공수압치렬적기출상,시이고압맥충방전,이증가매층수압치렬과정중렬극적통투성;차조자주연발적고압맥충수중방전실험장치,연구료맥충방전수격파파전시간 t급기사솔K 수방전전압U급정수압력p0적변화규률,병결합상관적수거채집여분석계통진행료불동방전삼수하적실험연구。통과건립수격파파전시간적이론계산모형,병대기진행구해,획득료 t급K 관우U화p 0적이원함수관계식 t= F(U ,p0)급 K= G (U ,p0)。실험결과여이론계산균표명:당 p0일정시,t수U적증대이감소,이 K 수U적증대이증대,즉수압일정시,전압월고,수격파파전시간월단,봉치압력상승속도월쾌;당U 일정시,t수 p0적증대이증대,이 K 수 p0적증대이감소,즉방전전압일정시,수압월고,수격파파전시간월장,봉치압력상승속도월만。해연구위매층고압전맥충수압치렬제공료이론의거。
In view of the present situation of low gas drainage and utilization ratio in China ,a new method which combines hydraulic fracturing and pulsed high‐voltage discharge was proposed to increase coal fracture .In order to explore how U(discharge voltage) and p0 (hydrostatic pres‐sure) affect t(front time) and K (slope) of water shock‐wave caused by hydro‐electric effect ,an experimental research of different discharge parameters under the help of test device of high volt‐age pulse and data acquisition & analysis system was implemented .Meanwhile ,binary functions t= F(U ,p0 ) and K= G(U ,p0 ) were established through the construction and solving of theoretical water shock‐wave model .The conclusions of both experiment and theoretical calculation reveal that ,when p0 is constant ,with the increases of U ,t decreases while K increases ,i .e .a higher dis‐charge voltage leads to a shorter water shock‐wave front time and a higher rising velocity of peak pressure .When U is constant ,with the increases of p0 ,t increases while K decreases ,i .e .a higher hydrostatic pressure leads to a longer water shock‐wave front time and a lower rising velocity of peak pressure .Therefore ,this research provides theoretical basis for high electric field pulse hy‐draulic fracturing in coal seam .