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);
分水岭:= IF(MA(CLOSE,17)“” B,B,MA(CLOSE,17) ),LINETHICK1,COLORMAGENTA;
操作线:=分水岭-(EMA(C,3)-分水岭),LINETHICK1,COLORYELLOW;
PM:= MA(C,5) ,COLORWHITE;
S:=(PM“操作行);
DD:=分水岭” REF(watershed,1);
VAR1:= MA (CLOSE,5);
VAR2:= MA(CLOSE,10);
VAR3:= MA(CLOSE,30);
VAR4:= MA(CLOSE,60);
VARB:= SUM(CLOSE * VOL * 100,28)/ SUM(VOL * 100,28);
VARC:= INTPART(VARB * 100)/ 100;
VARD:= EMA(CLOSE,5)-EMA(CLOSE,10);
VARE:= EMA(VARD,9); p >
VARF:=(-100)*(HHV(CLOSE,5)-CLOSE)/(HHV(CLOSE,5)-LLV(LOW,5))+ 100;
VAR10: =(-100)*(HHV(CLOSE,10)-CLOSE)/(HHV(CLOSE,10)-LLV(LOW,10))+ 100;
VAR11:=(-100)* (HHV(CLOSE,20)-CLOSE)/(HHV(CLOSE,20)-LLV(LOW,20))+ 100;
VAR12:=(-100)*(HHV(CLOSE,30 )-关闭)/(HHV(关闭 ,30)-LLV(LOW,30))+ 100;
VAR13:= REF(VARE,1);
VAR14:= VARE;
VAR15:= VAR14-VAR13;
VAR16:= REF(VARD,1);
VAR17:= VARD;
VAR18:= VAR17-VAR16;
VAR19:= OPEN;
VAR1A:= CLOSE;