4800计算器程序计算例表.doc

4800计算器程序计算例表 计算人：陈阳田 编制日期：2005-4-27本坐标计算程序可解决以下问题：1：计算时只要先把要素点的相关信息装入数据库（ZBDIR）以后只需键入你想要查询的桩号就可以查找到相应的坐标与放样数据。2：可计算（回旋线相连的匝道除外）数据库内（外）任意点中桩和边桩坐标并能显示与放样。3：可按固定距离递增放样（减少频繁的按键）并能自动计算ZH(ZY)、HY、YH、HZ(YZ)点。4：计算时不用担心超出范围，程序编制时己考虑此问题。一、直线上中桩坐标计算Xp=Xo+LcosA Yp=Yo+LsinA Xp、Yp：待求点坐标 Xo、Yo：起点坐标 L：起点至待求点距离 A：起点所在的方位角二、圆曲线中桩坐标计算A=180L/(R) X1=RsinA Y1=R(1-CosA) X1、Y1:以曲线起点（ZY）为原点待求点坐标增量R：曲线半径A：所求弧长所对圆心角 L：待求点与曲线起点弧长三、（1）曲线加设缓和曲线的坐标计算（缓和曲线部分）X1=L-L5/(40R2Ls2)+L9/(3456R4Ls4) Y1= L3/(6RLs)-L7/(336R3Ls3)+ L11/(42240 R5Ls5)X1、Y1 、L、R含意同前：Ls:缓和曲线长三、（2）曲线加设缓和曲线的坐标计算（圆曲线部分）M=Ls/2- Ls3/(240R2) P= Ls2/24R-(Ls4/(2688R3) =90(2L-Ls)/(R) X=RsinA+M Y=R(1-CosA)+P X、Y：以曲线起点（ZH）为原点待求点坐标增量R、A、L、Ls:含意同前M：切线增值P圆曲线内移值：缓和曲线切线角四、坐标换算在计算出相对的坐标增量后，经坐标反算求出全线统一坐标。计算式为：Xp=Xo+DCos(A) Yp=Yo+DSin(A) D= A=tg(Yp/Xp) ：切线角 “-”为左偏角“+”正号为右偏角五、边桩坐标计算（直线段）X边Xp+GCos(A90)Y边Yp+GSin(A90) G:横段面距离90：左边桩为“-”、右边桩为“+”边桩坐标计算（圆曲线切线角）=180L/(R)边桩坐标计算（缓和曲线切线角）=90L2/(RLs) 边桩坐标计算（带缓和曲线的圆曲线切线角）=90(2L-Ls)/(R) 程序名:ZBJSF“1=Yp -1=Zp 0=JG 1=DIR”D: N“XC”0=Q“YC”F=0=B:Goto 9Abs F=1=BE“KO” U“XO” M“YO” O“FWJ”R S P:Goto 0B=90:Lb1 9:Prog“ZBDIR”Lb1 0:C=E:V=F:R=0=S=0Lb1 1:Deg:Fixm:KG:KC+P=Goto 9KGoto 9L=Abs(K-E):Z=O: A=Z+B:I=L:L=0=Goto 5R=0=V=1:Goto 5S=0=Goto 2SL =Goto 3LP-S =L=S+D:Goto 8Lb1 2:A=90(2L-S)/R:X=RsinA+S/2-S3/240R2:Y=R(1-cosA)+S2/24R-S4/2688R3:Goto 4Lb1 3:LS-D=L=S-D:Goto 7W=RS:A=90L2/W:X=L-L5/40W2+L9/3456W4:Y=L3/6W-L7/336W3+L11/42240W5:Lb1 4:Pol(X,Y):A=O+F(A+B):Z=Z+FJ:Lb1 5:B90=G=AbsGW=1:V=-1=W=-WH=U+Rec(I,Z):Z=M+J:Rec(G,A): B=90=X=H+WIY=Z+WJGoto AX=HY=ZG0=A“X1”=X-WIZ“Y1”=Y-WJH“X2”=X+WIW“Y2”=Y+WJLb1A:N=0=Goto 6Pol(X-N,Y-Q):JJ=J+360J“FWJ=”I“JL=”B=90=Goto 6G=0=Goto 6Pol(A-N,Z-Q):JJ=J+360J“FWJ1=”I“JL1=”Pol(H-N,W-Q):JJ=J+360J“FWJ2=”I“JL2=”Lb1 6:D=0=Goto 1LP-D=L=P-DLb1 7:KE=K=E+L+D:Goto 1L=L-D:L0=L=0K=E-L:Goto 1Lb1 8:A=90(P-S)/R:W=S/2-S3/240R2+tanA(R+S2/24R):Rec(W,O):O=O+2AF:U=U+I+WcosO:M=M+J+WsinO:F=-F:E=E+P:O=O+180:KL=L-2D:E=CGoto 6程序名: ZBDIRLb1 0:K:E=E1:KK=E1: Goto 0KE2=U=U1:M=Y1:O=O1:R=R1:S=S1:P=P1:F=1:Goto 1KE3=E=E2:U=U2:M=Y2:O=O2:R=R2:S=S2:P=P2:F=1:Goto 1 KEn+1=E=En:U=Un:M=Yn:O=On:R=Rn:S=Sn:P=Pn:F=1:Goto 1K=En+1 :Goto 0Lb1 1:注：F=1为右偏曲线 F=-1为左偏曲线 D:逐桩间距 N“XC”Q“YC”测站XY坐标 B：构造物与主线交角 O：线路方位角 R：半径 S：缓和曲线长 P：直（曲）线线路长度 G：横断面距离 E“KO”：起点里程 U“XO”M“YO”起点XY坐标 K：求算点里程 XY：求算点XY坐标 下标为1时为左侧、 下标为2时为右侧 FWJ：方位角 JL：距离 存储器T未使用以下程序代码可计算直线、曲线、螺旋线、匝道中边桩坐标程序名:ZDZBJSDeg:N“XC”0=Q“YC”D:Z“0=SD 1=A 2=B 3=C 4=D 5=E ”:Z0=Z=AbsZ:Goto 0E“KO” U“XO” M“YO” O“FWJ” R H“R2” P :Goto 1Lb1 0:Prog“ZDDIR”: Lb1 1:Fixm:KG:X=R:R0=X=2/RKGoto 0KE+P=Goto 0L=Abs(K-E):I=H:H0=I=1/HI=L(I-X/2)/P:J=O+90L(I+X)/:W=O+45L(I/2+X)/:Y=O+45L(I/8+X)/(4):S=O+135L(3I/8+X)/(4):C=O+225L(5I/8+X)/(4): V=O+315L(7I/8+X)/(4):A=O+45L(I/4+X)/(2):I=O+135L(3I/4+X)/(2):X=U+L(CosO+4(CosY+CosS+CosC+CosV)+2(CosA+CosW+CosI)+CosJ)/24:Y=M+L(SinO+4(SinY+SinS+SinC+SinV)+2(SinA+SinW+SinI)+SinJ)/24:G=0=XYGoto 2A=J-90:AA=360+AS=AbsG:Rec(S,A):X=X-IS/GY=Y-JS/GLb1 2:N=0=Goto 3Pol(X-N,Y-Q):JJ=J+360J“FWJ=”I“JL=”Lb1 3:D=0=Goto 1LP-D=L=P-DKE=K=E+L+D:Goto 1程序名: ZDDIRLb1 0:Z5=Goto ZZ=1=Goto AZ=2=Goto BZ=3=Goto CZ=4=Goto DZ=5=Goto EGoto ALb1 Z:ZK : Z“1=A 2=B 3=C 4=D 5=E ”:Goto 0Lb1 A:KE2= E=E1:U=U1:M=Y1:O=O1:R=R1:H=R2:P=P1:Goto 1KE3=E=E2:U=U2:M=Y2:O=O2:R=R1:H=R2:P=P2:Goto 1Goto ZLb1 B:KE2= E=E1:U=U1:M=Y1:O=O1:R=R1:H=R2:P=P1:Goto 1KE3=E=E2:U=U2:M=Y2:O=O2:R=R1:H=R2:P=P2:Goto 1Goto ZLb1 C:KE2= E=E1:U=U1:M=Y1:O=O1:R=R1:H=R2:P=P1:Goto 1KE3=E=E2:U=U2:M=Y2:O=O2:R=R1:H=R2:P=P2:Goto 1Goto Z Lb1 D:KE2= E=E1:U=U1:M=Y1:O=O1:R=R1:H=R2:P=P1:Goto 1KE3=E=E2:U=U2:M=Y2:O=O2:R=R1:H=R2:P=P2:Goto 1Goto ZLb1 E:KE2= E=E1:U=U1:M=Y1:O=O1:R=R1:H=R2:P=P1:Goto 1KE3=E=E2:U=U2:M=Y2:O=O2:R=R1:H=R2:P=P2:Goto 1Goto ZLb1 N:KEn+1= E=En:U=Un:M=Yn:O=On:R=Rn:H=Rn1:P=Pn:Goto 1KEn+3=E=En2:U=Un2:M=Yn2:O=On2:R=Rn1:H=R n2:P=Pn2:Goto 1Goto ZLb1 1:D:逐桩间距 N“XC”Q“YC”测站XY坐标 O:线路方位角 R:起点半径 H“R2”:终点半径2 P:直（曲）线线路长度 G:横断面距离(左负右正) E“KO”:起点里程 U“XO”M“YO”起点XY坐标 K:求算点里程 XY:求算点XY坐标 FWJ:方位角 JL:距离R1?第一半径，直线输入0(如HZ、HZH)、匝道及螺旋线时输入上段曲线半径左偏为负右偏为正。R2?第二半径，输入所要计算曲线的半径左偏为负右偏为正, 直线输入0(如HZ、HZH)。ZDDIR中Lb1 A Lb1 B Lb1 C Lb1 D Lb1 E后为输入对应ABCDE匝道数据存储器B F T未使用程序名:ZBFS（坐标反算）F“-1=ZP 1=YP”:AbsF=1=E“KO” U“XO” M“YO” O“FWJ”R S P:Goto ALb1 0:Prog“ZBDIR”Lb1 A:T=E:V=O:Lb1 1:Deg:Fixm:XY:R=0=S=0PT=E+PPol(X-U,Y-M):JJ=J+360K=E+Rec(I,O-J):KGoto 0KT+AbsP=Goto 0R=0=Goto 5S0=Z=0:W=S/R:G=RS:K=K-.125I2J/(AbsJS):Goto 3Lb1 2:S0=V=O+90FS/R:H=U:A=MVV=V+360Rec(R,V+90F):Z=V-90F:ZZ=Z+360Pol(X-H-I,Y-A-J):JJ=J+360K=E+S+Abs(J-Z)R/180:KT+P-S=Goto 4J=R-I:F=1=J=-JGoto 5Lb1 3:L=K+W-E:AbsLS=L=LS/AbsL:K=E+LPol(L-L5/40G2+L9/3456G4, L3/6G-L7/336G3+L11/42240G5):C=U+Rec(I,O+FJ):B=M+J:W=-W:WH=C:A=B:Goto 3Pol(H-C,A-B):V=J:VV=360+VPol(X-C,Y-B):JJ=360+JK=L+E+1.1Rec(I,V-J):W=.1AbsI:KT+S=IszZ:Z2=Goto 2AbsI Goto 5Goto 3Lb1 4:S=0=Goto 0A=90(P-S)/R:Z=S/2-S3/240R2+tanA(R+S2/24R):Rec(Z,O):O=O+2AF:U=U+I+ZcosO:M=M+J+ZsinO:F=-F:E=E+P:Goto 1Lb1 5:K=Intg(K103+.5)/103G=-Intg(J103+.5)/103Goto 1注：精度至1mm，缓和曲线计算最长时间不大15秒。暂不支持不等长缓和曲线计算F=1为右偏曲线 F=-1为左偏曲线 O：线路方位角 R：半径 S：缓和曲线长 P：直（曲）线线路长度 E“KO”：起点里程 U“XO”M“YO”起点XY坐标 X Y：求算点XY坐标 K：求算点里程 G：横断面距离(左负右正) 输入单个缓曲线时第一缓曲E1=ZH:E2=E1+S=HY:P=S,第二缓曲E2=E1=HZ:P=-S:O为HZ或ZH到本段曲线JD的方位角。UMRS正常输入存储器DNQ未使用线路的高程计算（纵坡）H=HO+IL 式中：HO：起点高程、I：为纵坡率、L：为距离线路的高程计算（竖曲线、如图二） H=HO+IL YX2/(2R) 式中：Y：凸曲线为“-”、凹曲线为“+”（图二为凸曲线）X：竖曲线起点至竖曲线任意点的水平距离横断面边桩高程计算 H边H中-IB 式中：I：横坡度、B：边桩距离切线长T=0.5R(i1-i2横坡超高计算超高是横坡的一种特殊形式，它分绕线路中轴线旋转和绕线路边缘旋转两种形式绕中轴旋转的横坡：H内H中-IbB H外H中+IbB绕边缘旋转的横坡：H内H中+IbB H外H中+Ib2B式中：H中：为中桩标高 H内：为曲线内侧边桩标高H外：为曲线外侧边桩标高Ib：为超高横坡率程序名:SQXJSF“3=DIR”D:F“1=TQ -1=AQ 1=DIR”AbsF=1= E“KO”UA“I1”B“I2”PXYJ“Hp”M“ZH”0=V“HZ”SOWA=A/100:R0=B=B/100Goto 2Lb1 1:Prog“SQXDIR”Lb1 2:K,G:KE+P=Goto 1:GY=G=Y:I=X:I=0R0=T=.5R(A-B):Goto 3KGoto 1H=U+A(K-E:Goto 4Lb1 3:KE=L=E+T-K:L=K-E+TKGoto 1F=-1:A-BF=1H=B:KH=AF=1=H=U+FL2/2R+FH(K-E):H=U+FL2/2R-FH(K-E)Lb1 4:M=0=Goto 6KV=Goto 6KM=Goto 6KM+S=L=K-M:Goto 5KV-S=L=V-K:Goto 5L=S:Lb1 5:LS=C=O:C=L(J+O)/S-JZ=C:W=-1=H=H-JY:Goto AHLb1 A:G=0= Goto 7W=1=L“HZW”=H+CG-IAbs CJ=C=-J:C=-CW=1=I“Hzn”=H+CG-IGoto 7H=H+AbsCY-IL“HBW”=H+ZG-II“HBn”=H+CG-IGoto 7Lb1 6:HG0=L“H1”=H-JG-ILb1 7:K=K+D:Goto 2程序名:SQXDIRLb1 0:K:E=E1:KK=E1:Goto0KE2=E=E1:U=U1:A=A1:B=B1:R=R1:P=P1:Goto 1KE3=E=E2:U=U2:A=A2:B=B2:R=R2:P=P2:Goto 1KEn+1=E=En:U=Un:A=An:B=Bn:R=Rn:P=Pn:Goto 1K=En+1:Goto 0Lb1 1:V=V1:EV1=M=M1:S=S1:O=O1:W=1:Goto 2V=V2:EV2=M=M2:S=S2:O=O2:W=1:Goto 2M=0:Lb1 2:A=A/100:R0=B=B/100J=横坡:Y=Y1:X=X1:K 待求点桩号 G：横断面距离 D:逐桩间距 E 直线或竖曲线变坡点桩号 U 起算点标高 A B 纵坡 R半径 P 直线长 V“HZ”缓和曲线终点里程 M“ZH” 缓和曲线起点里程 S 缓和曲线长或超高渐变段长度 Y半幅路面宽 O 超高最大值（全超） W=1为绕中轴旋转 W=-1为绕边轴旋转 X:硬路肩至土路肩外缘高差注: 红字为后修改需进一步验证竖曲线输入时无需输入切线长及竖曲线类型程序可自动计算 若无竖曲线可省略B 若无超高只需输入Lb1 1:M=0:J=横坡:Y=Y1:X=X1:有单下划线的为绕边轴旋转没有验证 双下划线的可根据需要更改或删除 空出NQ存储器直 线 坐 标 计 算里程至起点距离中桩X坐标中桩Y坐标左边桩14m X坐标左边桩14m Y坐标右边桩14m X坐标右边桩14m X坐标848101048482.740 88199.776 48468.944 88197.394 48496.536 88202.157 848303048486.143 88180.067 48472.347 88177.685 48499.938 88182.449 848505048489.545 88160.359 48475.749 88157.977 48503.341 88162.740 848707048492.947 88140.650 48479.152 88138.268 48506.743 88143.032 848909048496.350 88120.942 48482.554 88118.560 48510.146 88123.323 8491011048499.752 88101.233 48485.956 88098.852 48513.548 88103.615 8493013048503.155 88081.525 48489.359 88079.143 48516.951 88083.907 8495015048506.557 88061.816 48492.761 88059.435 48520.353 88064.198 8497017048509.960 88042.108 48496.164 88039.726 48523.756 88044.490 8499019048513.362 88022.399 48499.566 88020.018 48527.158 88024.781 84999.32199.3248514.948 88013.215 48501.152 88010.834 48528.744 88015.597 884600.5948615.728 84575.330 48602.394 84571.064 48629.062 84579.596 8848020.5948621.822 84556.281 48608.488 84552.015 48635.157 84560.548 8850040.5948627.917 84537.233 48614.583 84532.966 48641.251 84541.499 8852060.5948634.012 84518.184 48620.677 84513.918 48647.346 84522.450 8854080.5948640.106 84499.135 48626.772 84494.869 48653.440 84503.401 88560100.5948646.201 84480.086 48632.867 84475.820 48659.535 84484.352 88580120.5948652.295 84461.037 48638.961 84456.771 48665.630 84465.304 88600140.5948658.390 84441.989 48645.056 84437.722 48671.724 84446.255 88620160.5948664.485 84422.940 48651.151 84418.674 48677.819 84427.206 88640180.5948670.579 84403.891 48657.245 84399.625 48683.913 84408.157 88660200.5948676.674 84384.842 48663.340 84380.576 48690.008 84389.109 88680220.5948682.768 84365.794 48669.434 84361.527 48696.103 84370.060 88700240.5948688.863 84346.745 48675.529 84342.479 48702.197 84351.011 88720260.5948694.958 84327.696 48681.624 84323.430 48708.292 84331.962 88740280.5948701.052 84308.647 48687.718 84304.381 48714.386 84312.913 88760300.5948707.147 84289.598 48693.813 84285.332 48720.481 84293.865 88780320.5948713.242 84270.550 48699.907 84266.283 48726.576 84274.816 88800340.5948719.336 84251.501 48706.002 84247.235 48732.670 84255.767 第一段直线：E1=84000、X1=48344.94、Y1=88997.968、O1=279o4742、R1=0、P1=999.32第二段圆曲线：E2=84999.32、X2=48514.948、Y2=88013.216、O2=279o4742、R2=5000、S2=0、P2=1177.81、F2=-1第三段直线：E3=86177.13、X3=48577.403、Y3=86839.794、O3=266o1754、R3=0、P3=1283.76第四段圆曲带缓和曲线：E4=87460.89、X4=48494.522、Y4=85558.714、O4=266o1754、R4=2000、S4=250、P4=998.5229、F4=1第五段直线：E5=88459.41、X5=48615.548、Y5=84575.892、O5=287o4431、R5=0、P5=340.59直 线 坐 标 计 算里程至起点距离中桩X坐标中桩Y坐标左边桩14m X坐标左边桩14m Y坐标右边桩14m X坐标右边桩14m X坐标861802.8748577.218 86836.930 48563.247 86837.834 48591.189 86836.026 8622042.8748574.635 86797.013 48560.664 86797.917 48588.606 86796.110 8626082.8748572.053 86757.097 48558.082 86758.001 48586.024 86756.193 86300122.8748569.470 86717.180 48555.500 86718.084 48583.441 86716.276 86340162.8748566.888 86677.264 48552.917 86678.168 48580.859 86676.360 86380202.8748564.305 86637.347 48550.335 86638.251 48578.276 86636.443 86420242.8748561.723 86597.431 48547.752 86598.335 48575.694 86596.527 86460282.8748559.141 86557.514 48545.170 86558.418 48573.111 86556.610 86500322.8748556.558 86517.598 48542.587 86518.501 48570.529 86516.694 86540362.8748553.976 86477.681 48540.005 86478.585 48567.946 86476.777 86580402.8748551.393 86437.764 48537.422 86438.668 48565.364 86436.861 86620442.8748548.811 86397.848 48534.840 86398.752 48562.782 86396.944 86660482.8748546.228 86357.931 48532.257 86358.835 48560.199 86357.028 86700522.8748543.646 86318.015 48529.675 86318.919 48557.617 86317.111 86740562.8748541.063 86278.098 48527.093 86279.002 48555.034 86277.194 86780602.8748538.481 86238.182 48524.510 86239.086 48552.452 86237.278 86820642.8748535.898 86198.265 48521.928 86199.169 48549.869 86197.361 86860682.8748533.316 86158.349 48519.345 86159.253 48547.287 86157.445 86900722.8748530.734 86118.432 48516.763 86119.336 48544.704 86117.528 86940762.8748528.151 86078.516 48514.180 86079.419 48542.122 86077.612 86980802.8748525.569 86038.599 48511.598 86039.503 48539.539 86037.695 87020842.8748522.986 85998.682 48509.015 85999.586 48536.957 85997.779 87060882.8748520.404 85958.766 48506.433 85959.670 48534.375 85957.862 87100922.8748517.821 85918.849 48503.850 85919.753 48531.792 85917.945 87140962.8748515.239 85878.933 48501.268 85879.837 48529.210 85878.029 871801002.948512.656 85839.016 48498.686 85839.920 48526.627 85838.112 872201042.948510.074 85799.100 48496.103 85800.004 48524.045 85798.196 872601082.948507.491 85759.183 48493.521 85760.087 48521.462 85758.279 873001122.948504.909 85719.267 48490.938 85720.170 48518.880 85718.363 873401162.948502.327 85679.350 48488.356 85680.254 48516.297 85678.446 873801202.948499.744 85639.433 48485.773 85640.337 48513.715 85638.530 874201242.948497.162 85599.517 48483.191 85600.421 48511.132 85598.613 874601282.948494.579 85559.600 48480.608 85560.504 48508.550 85558.697 87460.891283.848494.522 85558.712 48480.551 85559.616 48508.493 85557.808 圆 曲 线 坐 标 计 算里程中桩X坐标中桩Y坐标左边桩14mX坐标左边桩14m Y坐标右边桩14m X坐标右边桩14m X坐标8500048515.064 88012.546 48528.860 88014.926 48501.267 88010.166 8502048518.424 87992.830 48532.230 87995.155 48504.618 87990.506 8504048521.705 87973.101 48535.520 87975.371 48507.891 87970.832 8506048524.908 87953.359 48538.732 87955.574 48511.084 87951.145 8508048528.032 87933.605 48541.864 87935.764 48514.199 87931.446 8510048531.076 87913.838 48544.917 87915.941 48517.235 87911.734 8512048534.041 87894.059 48547.891 87896.107 48520.192 87892.011 8514048536.928 87874.268 48550.785 87876.261 48523.070 87872.276 8516048539.735 87854.466 48553.600 87856.404 48525.869 87852.529 8518048542.463 87834.653 48556.336 87836.535 48528.590 87832.771 8520048545.111 87814.829 48558.992 87816.656 48531.231 87813.003 8522048547.680 87794.995 48561.568 87796.766 48533.793 87793.224 8524048550.170 87775.151 48564.065 87776.866 48536.276 87773.436 8526048552.581 87755.297 48566.482 87756.956 48538.680 87753.637 8528048554.912 87735.433 48568.820 87737.037 48541.004 87733.829 8530048557.164 87715.560 48571.078 87717.108 48543.249 87714.012 8532048559.336 87695.678 48573.256 87697.171 48545.415 87694.186 8534048561.428 87675.788 48575.354 87677.225 48547.502 87674.351 8536048563.441 87655.890 48577.373 87657.271 48549.509 87654.508 8538048565.374 87635.983 48579.312 87637.309 48551.437 87634.658 8542048569.002 87596.148 48582.950 87597.362 48555.055 87594.934 8546048572.311 87556.286 48586.268 87557.388 48558.355 87555.183 8550048575.301 87516.398 48589.266 87517.388 48561.336 87515.407 8554048577.972 87476.487 48591.944 87477.366 48564.000 87475.608 85588.2248580.767 87428.348 48594.747 87429.092 48566.787 87427.604 8563048582.813 87386.618 48596.799 87387.246 48568.827 87385.991 8567048584.446 87346.652 48598.436 87347.167 48570.455 87346.137 8571048585.758 87306.674 48599.752 87307.077 48571.764 87306.270 8575048586.751 87266.686 48600.748 87266.977 48572.754 87266.395 8579048587.423 87226.692 48601.422 87226.871 48573.425 87226.512 8583048587.776 87186.693 48601.776 87186.761 48573.776 87186.626 8587048587.809 87146.694 48601.809 87146.649 48573.809 87146.738 8591048587.522 87106.695 48601.521 87106.538 48573.523 87106.851 8595048586.915 87066.699 48600.912 87066.431 48572.917 87066.968 8599048585.987 87026.710 48599.982 87026.330 48571.993 87027.091 8603048584.740 86986.730 48598.732 86986.237 48570.749 86987.222 8607048583.173 86946.761 48597.160 86946.156 48569.187 86947.365 8611048581.287 86906.805 48595.269 86906.089 48567.305 86907.521 8615048579.081 86866.866 48593.056 86866.038 48565.105 86867.694 86177.1348577.403 86839.788 48591.374 86838.884 48563.432 86840.692 综 和 曲 线 坐 标 计 算里程中桩X坐标中桩Y坐标左边桩14mX坐标左边桩14m Y坐标右边桩14m X坐标右边桩14m Y坐标8749048492.651 85529.664 48478.679 85530.556 48506.622 85528.772 8753048490.170 85489.741 48476.195 85490.578 48504.145 85488.904 8757048487.910 85449.805 48473.929 85450.543 48501.890 85449.068 8761048485.998 85409.851 48472.011 85410.444 48499.986 85409.258 8765048484.564 85369.877 48470.570 85370.281 48498.558 85369.473 8769048483.734 85329.886 48469.735 85330.056 48497.733 85329.717 87710.8948483.584 85308.997 48469.584 85309.0