B=9
NN:=MA(CLOSE,17)+MA(CLOSE,17)-REF(MA(CLOSE,17),1);
分水嶺:IF(MA(CLOSE,17)《B,B,MA(CLOSE,17)),COLORFF00FF,LINETHICK1;
PMA:=分水嶺;
DD:=分水嶺《REF(分水嶺,1);
IF(DD,分水嶺,DRAWNULL),COLOR00FF00,LINETHICK1;
操作線:分水嶺-(EMA(C,3)-分水嶺),COLOR00FFFF,LINETHICK1;
S:=(PMA》操作線);
IF(S,分水嶺,DRAWNULL),COLOR00FF00,POINTDOT,LINETHICK1;
PM:MA(C,5),COLORFFFFCC,LINETHICK1;
IF(PM》REF(PM,1),PM,DRAWNULL),COLORRED,LINETHICK1;
IF(PM=REF(PM,1),PM,DRAWNULL),COLORRED;
IF(PM《REF(PM,1),PM,DRAWNULL),COLORFF9900,LINETHICK1;
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