公式编写要求：
VAR1:=MA(HHV(HIGH,485),17); VAR2:=MA(HHV(HIGH,222),17); VAR3:=MA(HHV(HIGH,96),17); VAR4:=MA(LLV(LOW,485),17); VAR5:=MA(LLV(LOW,222),17); VAR6:=MA(LLV(LOW,96),17); VAR7:=MA((VAR4*0.96+VAR5*0.96+VAR6*0.96+VAR1*0.558+VAR2*0.558+VAR3*0.558) /6,17); VAR8:=MA((VAR4*1.25+VAR5*1.23+VAR6*1.2+VAR1*0.55+VAR2*0.55+VAR3*0.65)/6,17); VAR9:=MA((VAR4*1.3+VAR5*1.3+VAR6*1.3+VAR1*0.68+VAR2*0.68+VAR3*0.68)/6,17); VARA:=MA((VAR7*3+VAR8*2+VAR9)/6*1.738,17); VARB:=IF(DATE<=1341231,VARA,VARA*DAY); VARC:=LOW; VARD:=REF(LOW,1); VARE:=SMA(ABS(VARC-VARD),3,1)/SMA(MAX(VARC-VARD,0),3,1)*100; VARF:=MA(IF(CLOSE*1.35<=VARB,VARE*10,VARE/10),3); VAR10:=LLV(LOW,30); VAR11:=HHV(VARF,30); VAR12:=1341231;TJ:=IF(DATE<=VAR12,MA(IF(LOW<=VAR10,(VARF+VAR11*2)/2,0),3),100000000);挖坑:REF(TJ,2)>REF(TJ,3)AND TJ<REF(TJ,1);注明：←挖坑
公式编写方法：
VAR1:=MA(HHV(HIGH,485),17);
VAR2:=MA(HHV(HIGH,222),17);
VAR3:=MA(HHV(HIGH,96),17);
VAR4:=MA(LLV(LOW,485),17);
VAR5:=MA(LLV(LOW,222),17);
VAR6:=MA(LLV(LOW,96),17);
VAR7:=MA((VAR4*0.96+VAR5*0.96+VAR6*0.96+VAR1*0.558+VAR2*0.558+VAR3*0.558)
/6,17);
VAR8:=MA((VAR4*1.25+VAR5*1.23+VAR6*1.2+VAR1*0.55+VAR2*0.55+VAR3*0.65)/6,17);
VAR9:=MA((VAR4*1.3+VAR5*1.3+VAR6*1.3+VAR1*0.68+VAR2*0.68+VAR3*0.68)/6,17);
VARA:=MA((VAR7*3+VAR8*2+VAR9)/6*1.738,17);
VARB:=IF(DATE<=1341231,VARA,VARA*DAY);
VARC:=LOW;
VARD:=REF(LOW,1);
VARE:=SMA(ABS(VARC-VARD),3,1)/SMA(MAX(VARC-VARD,0),3,1)*100;
VARF:=MA(IF(CLOSE*1.35<=VARB,VARE*10,VARE/10),3);
VAR10:=LLV(LOW,30);
VAR11:=HHV(VARF,30);
VAR12:=1341231;
TJ:=IF(DATE<=VAR12,MA(IF(LOW<=VAR10,(VARF+VAR11*2)/2,0),3),100000000);
DRAWTEXT(REF(TJ,2)>REF(TJ,3)AND TJ<REF(TJ,1),L-0.05,'←挖坑'),COLORLIRED;
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