控制测量技术设计总结书-五组资料

绘工程教育实验班冯腾辉杨磊 绘工程教育实验班 九、总结 27 绘工程教育实验班证(酌情改化与归算)；建立测区高程控制网(酌情进行概算)。范围大，所以在做控制测量时在是否通视等方面困难较大。于夏季，炎热干旱少雨。 绘工程教育实验班经度(°′)纬度(°′)3715高程(m)38551753X(m)4133520414287341150394124417VB自己进行编程，然后通过自己所编程序进行解算，解算成功之后，利用其中三个Consta=6378140Conste2=0.006694384999588Conste12=0.006739501819473Constp=206265PrivateSubCommand1_Click()B=(Text1.Text+Text2.Text/60)*3.1415926/180L=Text3.Text+Text4.Text/100L=(L-114)*6000osBN=a/Sqr(1-e2*(Sin(B))^2)B1=Text1.Text+Text2.Text/60X=111133.005*B1-32009.858*Sin(B)*Cos(B)-133.96*(Sin(B))^3*Cos(B)-0.698*(Sin(B))^5*Cos(B)绘工程教育实验班X1=Fix((X+(N*Sin(B)*Cos(B)*L^2)/(2*p^2)+(N*Sin(B)*(Cos(B))^5*(61-58*t^2+t^4)*L^6)/(720*p^6))*1000)/1000Y1=N*Cos(B)*L/p+(N*(Cos(B))^3*(1-t^2+η^2)*L^3)/(6*p^3)+N*(Cos(B))^5*(5-18*t^2+t^4+14*η^2-58*η^2*t^2)*L^5/(120*p^5)Y1=Fix((Y1+500000)*1000)/1000Text5.Text=X1Text6.Text=Y1EndSubPrivateSubCommand2_Click()EndEndSub绘工程教育实验班绘工程教育实验班绘工程教育实验班保存；便于加密、扩展和寻找；观测视线超越(或旁离)障碍物应在1.3m以上；平)，则视差被消除。 绘工程教育实验班9计算过程：在CAD中对已知的三点进行解算，经解算后所需要的两点坐标分别是9(右下角)0(左上角)内业编写的文件为：5,2,2CH001,4136884.5980,537488.3599CH002A,L,0CH001,L,92.36110A,S,60.759CH001,S,91.577CH001CH002,A,131.02230,0CH002,L,0C,L,115.53050C,S,53.750CH002,S,91.577CH001,L,0B,L,72.334801,L,154.56020 绘工程教育实验班B,S,53.770CHS,53.750BA,L,184.29010A,S,64.764CS.770AAL,0BL94.50060CHL,178.16300A22,S,40.978B,S,64.764CHS,60.7591A22,L,90.08160A22,S,119.174CS360AA,L,88.12190A,S,40.978--------------------------------------------------------------------------------------------------------------------------------------------------NameX(m)Y(m)------------------------------------------------------------------------537488.360537557.432C537438.911B537473.840A537519.6361537404.638A224136745.533537493.202--------------------------------------------------------------------------------------------------------------------------------------------------FROMTOTYPEVALUE(dms)M(sec)V(sec)RESULT(dms)Ri------------------------------------------------------------------------- 绘工程教育实验班L-0.110.13CL0.13AL0.14L.230.14CL80.14CBL0.19C1L-0.190.14BCL0.360.15BAL0.15AAL030.14ABL0.18AL610.141CL.240.141AL0.14A1L0.380.14A22AL88.095680.000.3888.0957180.14-------------------------------------------------------------------------((2.35CH001--->C--->--------------------------------------------------------------------------------------------------------------------------------------------------FROMTOTYPEVALUE(m)M(cm)V(cm)RESULT(m)Ri-------------------------------------------------------------------------CS0.44S0.51AS630.49CBS0.39C1S050.43BAS0.39AAS0.431A22S19.17400.710.3519.17750.55-------------------------------------------------------------------------.39(.55(.46总和:3.65B--->A--------------------------------------------------------------------------------------------------------------------------------------------------FROMTOTYPEVALUE(dms)M(sec)V(sec)RESULT(dms)------------------------------------------------------------------------- 绘工程教育实验班CHCH02A131.0223000.000.00131.022300--------------------------------------------------------------------------------------------------------------------------------------------------NameX(m)Y(m)MX(cm)MY(cm)MP(cm)E(cm)F(cm)T(dms)-------------------------------------------------------------------------1.0223C63.5133B3.4121A82.1641148.4713A224136745.5375537493.20630.570.690.890.740.5059.3412-------------------------------------------------------------------------Mx均值:0.44My均值:0.54Mp均值:0.70--------------------------------------------------------------------------------------------------------------------------------------------------mTdmsA224136745.5375537493.20630.570.690.890.740.5059.3412--------------------------------------------------------------------------------------------------------------------------------------------------FROMTOA(dms)MA(sec)S(m)MS(cm)S/MSE(cm)F(cm)T(dms)-------------------------------------------------------------------------CHC246.5528226.0653.75350.53100000.530.1663.5133CHCHA8.2614475.9660.79410.50120000.510.1743.4048CHCB39.2918377.2753.77200.55100000.550.19138.5031C1.5131017.6951.35950.53100000.540.1939.4727CCH5528226.0653.75350.53100000.530.1663.5133BA134.5951707.1964.76550.55120000.550.23134.5014BC319.2918377.2753.77200.55100000.550.19138.5031AA22220.0945047.6440.97840.5480000.540.1541.3833AB314.5951707.1964.76550.55120000.550.23134.5014ACH0238.2614475.9660.79410.50120000.510.1743.4048A8250000.480.4795.0644C53100000.540.1939.4727A21311.5947498.22119.17750.48250000.480.4795.0645AA40.0945047.6440.97840.5480000.540.1541.3833-------------------------------------------------------------------------------------------------------------------------------------------------- 绘工程教育实验班FROMTOA(dms)MA(sec)S(m)MS(cm)S/MSE(cm)F(cm)T(dms)AA22220.0945047.6440.97840.5480000.540.1541.3833--------------------------------------------------------------------------------------------------------------------------------------------------2.95余观测值数:0.24PVV2.14PVV2=52.14-------------------------------------------------------------------------方向角数:1方向观测值数:16点数:6边长观测值数:8-------------------------------------------------------------------------ABCCH001CH002(Sec)非常好!!!(Sec)边长闭合差:0.0135(M)总长度:0.3247(KM):24087===============================================限差:总长度:相对精度:A221C2(Sec)(Sec)0.0019(M)0.3300(KM)BA量高程控制测量是建立在二等水准的情况下实施的。已知CH001点的高程是等级仪器型号视线长度前后视距差(下丝读数) 绘工程教育实验班二级DS1，DS05≤50m≤1.0m≤3.0m≥0.3m站的观测程序为：后前前后站的观测程序为：前后后前测程序为：前后后前测程序为：后前前后；(1)、首先将仪器整平。(2)、望远镜对准后视水准标尺，转动倾斜螺旋使符合水准气泡两端影像分离不得(4)、旋转望远镜照准前视水准尺，使气泡精密居中，用楔形丝照准基本分划并读(5)、用楔形丝对准辅助分划进行读数。 绘工程教育实验班成果合格。在观测中，不允许为通过限差规定而凑数，以免成果失去真实性；记录员除了记录和计算外，还必须检查观测条件是否合乎规定，限差是否满足要求，否则应及时通知观测员重测；的文本文件如下：CH001,500.000CH002,CH001,0.05035,0.091577CH001,C,-0.04755,0.053750C,1,0.05110,0.0513601,A22,-0.05473,0.119174A22,A,0.00372,0.040978A,CH002,-0.00260,0.060759C,B,0.04249,0.053770B,A,-0.04226,0.064764后的高程如下：--------------------------------------------------------------------APPROXIMATEHEIGHT--------------------------------------------------------------------No.NameHeight(m) 绘工程教育实验班--------------------------------------------------------------------1234567C1AAB--------------------------------------------------------------------EIGHT--------------------------------------------------------------------NoNameHeight(m)----------------------------------------------------------------------------------------------------------------------------------------MEASURINGDATAOFHEIGHTDIFFERENCE--------------------------------------------------------------------NoFromToObserve(m)Distance(km)Weight--------------------------------------------------------------------12C3C141A8.3915AA24.4036A7CB8BA-0.042260.0648--------------------------------------------------------------------ADJUSTEDHEIGHT--------------------------------------------------------------------NoNameHeight(m)Mh(mm)--------------------------------------------------------------------120.133C0.11410.155A0.166A0.147B499.99480.14--------------------------------------------------------------------ADJUSTEDHEIGHTDIFFERENCE--------------------------------------------------------------------NoFromToAdjusted_dh(m)V(mm)Mdh(mm)--------------------------------------------------------------------绘工程教育实验班1-0.120.132C070.113C1000.1141A010.145AA000.106A080.127CB070.118BA-0.0423-0.080.11--------------------------------------------------------------------NITWEIGHTANDPVV--------------------------------------------------------------------PVV0.571FreeDegree=2UnitWeight0.534TotalPointNumber=7HeightDifferenceNumber=8 闭合差计算结果如下AA221CB高差闭合差:0.14(MM)总长度:0.3300(KM)11.49(MM)CHCH001CBA高差闭合差:0.43(MM)总长度:0.3246(KM)11.40(MM)高程测量的高差中误差:0.56(MM/KM)2提交成果资料X 绘工程教育实验班A:X=4136776.8539BX=4136822.6482CX6863.5297Y19.6356Y73.8377Y38.9073Y493.2063G525G948G524G035附录观测者张孟仪器全站仪日期2014.5.13天气晴记录者王颖开始时间3.PM结束时间5:30PM终点CH002CH001CH001CC11A2-2A2-2AAGH002ABBC(m)0.97864数(m)0.97965读0.97864测站 测站观测者张孟仪器全站仪日期2014.5.13天气晴记录者王颖开始时间3PM结束时间5:30PMCA测回数1212CH002B1CH002CH002B1CH002A2-2BCH002A2-2A2-2BCH002A2-2度盘盘左读数盘右2523341334554852252333833456002744956358161751562744956358162754C″-5-2-12测回平均读数°′″35959527233383595949259595672334159359595335959549450552435959543595958945003293595957零方向值°′″0000072334855900000723347050000094500663000000945005631各测回平均值°′″0000072334820000094500630盘位盘左盘位盘左盘右盘左盘右盘左盘右盘左盘右盘左盘右盘左盘右盘左盘右盘左盘右观测者张孟记录者王颖日期2014.05.13天气晴结束时间5:30PM仪器全站仪开始时间3PM各测回平均值测各测回平均值测站草图站草图ACH001CH001AACH001CH001ACH002CCCH002CH002CCCH002CA2-2A2-2CCA2-2A2-2C1AA11AA1一测回角值数00000923603923603CH0029236CH00227235569236081795948923611000009236139236132CH00292362CH002272594792361817959470000011553091155309CH00111553CH001295524911552541795955115530500000115531511553152CH001115532CH001295525511553001795955000009008129008129008172700806900816179595090081600000900814900814290081722700806900820179595000000881224881224A2-28812A2-226812148812091800005881219000008812348812342A2-288122A2-22681207