单一附合导线测量控制网平差程序Word文档格式.docx
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5192°
14’
25〃
5451.692
6260°
59’
01〃
3平差程序
10:
REMSUB10-190QIUDAOXIANDIANGAILUEZUOBIAO
20:
REMSHUZU”A”WEIFANGWEIJIAO,”B”WEIGUANCEZUOJIAO,”S”WEIBIANCHANG”,P”WEIQUAN,”V”WEIGAIZHENGSHU”,MX、MY、M”WEIDAIQIUDIANZHONGWUCHA”,X、Y”WEIZUOBIAO
30:
INPUT”GUANCEJIAOGESHU:
N=”;
N
40:
DIMA(N),B(N),S(N),X(23N),Y(23N),P(23
N),V(23N),MX(N),MY(N),M(N)
45:
FORI=1TON
50:
READB(I),S(I)
60:
B(I)=DEG(B(I))
70:
NEXTI
80:
INPUT”QISHIFANGWEIJIAO:
A0=”;
A(0)
90:
A(0)=DEG(A(0))
100:
110:
A(I)=A(I-1)+B(I)+180
120:
IFA(I)>
360THENA(I)=A(I)-360
130:
140:
INPUT”QISHIDIANZUOBIAO:
X0=”;
X
(1),”Y0=”;
Y
(1)
总第93期
2004年第2期
西部探矿工程
WEST-CHINAEXPLORATIONENGINEERINGseriesNo.93
Feb.2004
145:
PRINT”DAOXIANDIANGAILUEZUOBIAOZHI:
150:
FORI=2TON
160:
X(I)=X(I-1)+S(I-1)3COS(A(I-1)):
Y(I)=Y(I
-1)+S(I-1)3SIN(A(I-1))
170:
PRINT”X(”;
I;
”)=”;
X(I),”Y(;
”I;
”)=”;
Y(I)
180:
185:
LOCATE12
190:
PRINT”#####”
200:
REMSUB200-370QIUTIAOJIANFANGCHENGXISHU”A1,BI,C1”SHUZUJIQUANHANSHUXISHU”FX,FY”SHUZU
210:
DIMA1(23N-1),B1(23N-1),C1(23N-1),FX(2
3N-1),FY(23N-1)
220:
230:
READA1(I)
240:
250:
FORI=1TO23N-1
260:
B1(I)=(-Y(N)+Y(I))/206.26
270:
C1(I)=(X(N)-X(I))/206.26
280:
IFN<
ITHENB1(I)=COS(A(I-N):
C1(I)=SIN(A(I-N))290:
300:
INPUT”ZUIRUODIANHAO:
FN=”;
FN
310:
320:
FX(I)=(-Y(FN)+Y(I))/206.26
330:
FY(I)=(X(FN)-X(I))/206.26
340:
IFFN<
ITHENFX(I)=0:
FY(I)=0
350:
ITHENFX(I)=COS(A(I-N)):
FY(I)=SIN(A(I-N))
360:
IFI>
N+FN-1THENFX(I)=0:
370:
414:
INPUT”FUHEFANGWEIJIAO:
A2=”;
A2,”FUHEDIANZUOBIAO:
X2=”;
X2,”Y2=”;
Y2
415:
WA=-DEG(A2)+A(N):
WX=-X2+X(N):
WY=
-Y2+Y(N)
416:
WA=DMS(WA):
IFWA>
360THENWA=WA-360
419:
WA=WA310000:
WX=WX31000:
WY=WY31000
420:
REMSUB420-740JIESUANFAFANGCHENG
425:
REMSUB430-470JISUANGUANCEJIAO、BIANDEQUAN
430:
INPUT”JIASHEDANWEIQUANZHONGWUCHA:
D0=”;
D0
440:
FORI=1TO23N-1450:
P(I)=0.5460:
NTHENP(I)=(D03D0)/(0.253S(I-N))
470:
500:
REM”E”WEIDAIQUANQIUHEFUHAO
520:
EAA=0:
EAB=0:
EAC=0:
EAFX=0:
EAFY=0
530:
EBB=0:
EBC=0:
EBFX=0:
EBFY=0
540:
ECC=0:
ECFX=0:
ECFY=0:
EFFX=0:
EFFY=0
550:
560:
EAA=A1(I)3A1(I)/P(I)+EAA:
EAB=A1(I)3B1
(I)/P(I)+EAB
570:
EAC=A1(I)3B1(I)/P(I)+EAC:
EAFX=A1(I)3FX
(I)/P(I)+EAFX:
EAFY=A1(I)3FY(I)/P(I)+EAFY
580:
EBB=B1(I)3B1(I)/P(I)+EBB:
EBC=B1(I)3C1
(I)/P(I)+EBC
590:
EBFX=B1(I)3FX(I)/P(I)+EBFX:
EBFY=B1(I)3FY(I)/P(I)+EBFY
600:
ECC=C1(I)3C1(I)/P(I)+ECC:
ECFX=C1(I)3FX
(I)/P(I)+ECFX:
ECFY=C1(I)3FY(I)/P(I)+ECFY
610:
EFFX=FX(I)3FX(I)/P(I)+EFFX:
EFFY=FY(I)3FY(I)/P(I)+EFFY
620:
630:
EBB1=EBB-EAB3EAB/EAA:
EBC1=EBC-EAB3EAC/EAA:
EWX1=WX-EAB3WA/EAA
640:
EBFX1=EBFX-EAB3EAFX/EAA:
EBFY1=EBFYEAB3EAFY/EAA
650:
ECC2=ECC-EAC3EAC/EAA-EBC13EBC1/EBB1
660:
EWY2=WY-EAC3WA/EAA-EBC13EWX1/EBB1
670:
ECFX2=ECFX-EAC3EAFX/EAA-EBC13EBFX1/EBB1
680:
ECFY2=ECFY-EAC3EAFY/EAA-EBC13EBFY1/EBB1
690:
KC=-EWY2/ECC2
700:
KB=-EBC13KC/EBB1-EWX1/EBB1
710:
KA=-EAB3KB/EAA-EAC3KC/EAA-WA/EAA
720:
EPVV=WA3WA/EAA+EWX13EWX1/EBB1+EWY23EWY2/ECC2
730:
EFFX3=EFFX-EAFX3EAFX/EAA-EBFX13EBFX1/EBB1-ECFX23ECFX2/ECC2
740:
EFFY3=EFFY-EAFY3EAFY/EAA-EBFY13EBFY1/EBB1-ECFY23ECFY2/ECC2
750:
REMSUB750-910QIUGUANCEBIAN、JIAODE
GAIZHENGSHU,DAOXIANDIANZUOBIAOPING
CHAZHIJIZUIRUODIANJINGDUPINGDING
748:
PRINT”V(1〜6)WEIGUANCEJIAOGAIZHENG
SHU,V(7〜11)WEIBIANCHANGGAIZHENG
SHU:
”
760:
V(I)=(A1(I)3KA+B1(I)3KB+C1(I)3KC)/P(I)
770:
IFI<
=NTHENB(I)=B(I)+DEG(V(I)/10000)
ELSES(I-N)=S(I-N)+V(I)/1000
780:
PRINT”V(”;
”)=”;
V(I),
790:
795:
798:
PRINT”#####”
68西部探矿工程
No.2
800:
810:
820:
830:
835:
PRINT”DAOXIANDIANPINGCHAZHI:
840:
850:
X(I)=X(I-1)+S(I-1)3COS(A(I-1))
860:
Y(I)=Y(I-1)+S(I-1)3SIN(A(I-1))
870:
X(I),”Y(;
880:
STOP
890:
894:
896:
900:
M0=SQR(EPVV/3):
MX(FN)=M03SQR(EFFX3):
MY(FN)=M03SQR(EFFY3):
M(FN)=SQR(MX
(FN)3MX(FN)+MY(FN)3MY(FN)
910:
PRINT”JISUANDANWEIQUANZHONGWU
CHA:
M0=”;
M0,”ZUIRUODIANWUCHA:
M(”;
FN;
”)=”;
M(FN);
”mm”
911:
912:
914:
LOCATE15
916:
PRINT”END!
918:
REM920HANGFANGZHIGUANCEZUOJIA、O
BIANCHANGZHI,930HANGFANGZHIFANGWEI
JIAOTIAOJIANXISHU
920:
:
DATA230.3237,204.952,180.0042,200.130,170.3922,345.153,236.4837,278.059,192.1425,451.692,260.5901,0
930:
DATA1,1,1,1,1,1,0,0,0,0,0,0
940:
END
4运行结果
RUN
GUANCEJIAOGESHU:
N=6
QISHIFANGWEIJIAO:
A0=226.4459
QISHIDIANZUOBIAO:
X0=3020.348
Y0=-9049.801
DAOXIANDIANGAILUEZUOBIAOZHI:
X
(2)=
3046.36649
Y
(2)=
-9253.09478
X(3)=
3071.81326
Y(3)=
-9451.60039
X(4)=
3059.53346
Y(4)=
-9796.53488
X(5)=
3286.66789
Y(5)=
-9956.93052
X(6)=
3702.48850
Y(6)=
-10133.33597
#####
ZUIRUODIANHAO:
FN=4
FUHEFANGWEIJIAO:
A2=57.5931
FUHEDIANZUOBIAO:
X2=3702.437
Y2=-10133.399
JIASHEDANWEIQUANZHONGWUCHA:
D0=5
V(1〜6)WEIGUANCEJIAOGAIZHENGSHU,V(7〜
11)WEIBIANCHANGGAIZHENGSHU:
V
(1)=
-4.01
V
(2)=
-3.79
V(3)=
-3.57
V(4)=
-3.93
V(5)=
-1.03
V(6)=
4.33
V(7)=
2.77
V(8)=2
.70
V(9)=
4.67
V(10)=
2.31
V(11)=2.64
X
(2)=3046.362887
X(3)=3071.802485
X(4)=3059.503514
X(5)=3286.62793
X(6)=3702.436997
Y
(2)=-9253.098035
Y(3)=-9451.607297
Y(4)=-9796.545774
Y(5)=-9956.959587
Y(6)=-10133.399
DAOXIANDIANZUOBIAOPINGCHAZHI:
JISUANDANWEIQUANZHONGWUCHA:
M0=
4.336768793
ZUIRUODIANWUCHA:
M(4)=13.04462451mm
END!
(上接第66页)
参考文献:
[1]姜永智,廖雪珍,郭亮明,赵国育,刘宝山.铜湿法冶金技术的研究于
应用评述[J].甘肃有色金属,第17卷,第1期.
[2]王成彦.低品位铜湿法冶炼的现状及发展趋势[J].新疆
地质,2001,
12.
[3]向鹏成,谢英.溶浸技术在低品位矿石回收利用中的应用与
发展
[J].中国资源综合利用,2002,3.
[4]刘大星.我国铜湿法冶金技术的进展[J].有色金属(矿山
部分),
2002,5.
LeachingTechniqueanditsDevelopmentTrendofLow-GradeCopperOres
ZHAOGuo2dong,WUHeng2shan,LIUQing,LIChao
(SchoolofArchitecturalEngineering,ResourcesandEnvironment,
NanhuaUniversity,Hengyang,Hunan,421001,China)
Abstract:
Thepresenceofthehydro-metallurgyforlow-gradecopperoresisintroduced.Themechanismandtechniqueofleachingareanalyzed.Opin2
ionsareputforwardaboutthedevelopingtrendofleachingforlow-grade
copperores.
Keywords:
low-gradecopperore;
leaching;
development
69
2004年
第2期
梁彩艳:
单一符合导线测量控制网平差程序