A:=MA(CLOSE,17)+ABS(MA(CLOSE,17)-REF(MA(CLOSE,17),1));
B:=MA(CLOSE,17)+MA(CLOSE,17)-REF(MA(CLOSE,17),1);
分水嶺:IF(MA(CLOSE,17)《B,B,MA(CLOSE,17)),COLORFF00FF,LINETHICK2;
操作線(xiàn):分水嶺-(EMA(C,3)-分水嶺),COLOR00FFFF,LINETHICK2;
PM:MA(C,5),COLORWHITE,LINETHICK2;
IF(PM》REF(PM,1),PM,DRAWNULL),COLORRED,LINETHICK2;
IF(PM=REF(PM,1),PM,DRAWNULL),COLORRED;
IF(PM《REF(PM,1),PM,DRAWNULL),COLORFF9900,LINETHICK2;
S:=(PM》操作線(xiàn));
DD:=分水嶺《REF(分水嶺,1);
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