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)),COLORFF00FF,LINETHICK1;
操作线:=分水岭-(EMA(C,3)-分水岭),COLOR00FFFF,LINETHICK1;
A0:=crOSS(分水岭,操作线);
A1:=BArslAST(REF(CROSS( macd.DIF , MacD.DEA ),1));
B1:=REF(C,A1+1) C AND REF( MACD.DIF ,A1+1) MACD.DIF AND CROSS( MACD.DIF , MACD.DEA
A2:=BARSLAST(REF(CROSS( kdj.K , kdJ.D ),1));
B2:=REF(C,A2+1) C AND REF( KDJ.K ,A2+1) KDJ.K AND CROSS( KDJ.K , KDJ.D
A3:=BARSLAST(REF(CROSS( rsi.RSI1 , RSI.RSI2 ),1));
B3:=REF(C,A3+1) C AND REF( RSI.RSI1 ,A3+1) RSI.RSI1 AND CROSS( RSI.RSI1 , RSI.RSI2
XG1:=B1 OR B2 OR B3;
XG:FILTER(XG1,5);