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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)),LINETHICK1,COLORMAGENTA;
操作線:分水嶺-(EMA(C,3)-分水嶺),LINETHICK1,COLORYELLOW;
PM:MA(C,5),COLORWHITE;
IF(PM>REF(PM,1),PM,DRAWNULL),COLORRED;
IF(PM=REF(PM,1),PM,DRAWNULL),COLORRED;
IF(PM<REF(PM,1),PM,DRAWNULL),COLORBLUE;
S:=(PM>操作線);
DD:=分水嶺<REF(分水嶺,1);
IF(DD,分水嶺,DRAWNULL),COLORGREEN;
IF(S,分水嶺,DRAWNULL),LINETHICK7,POINTDOT,COLORRED;