测绘工程专业毕业实习报告

重庆****大学土木建筑学院毕业实习报告系别：测绘与国土信息系专业：测绘工程年级：200X级X班姓名：*******学号：*******指导教师：****、****2007年03月05日目录HYPERLINK\l"_Toc164243196"一、毕业实习的任务、目的和要求2HYPERLINK\l"_Toc164243197"1、实习任务2HYPERLINK\l"_Toc164243198"2、实习目的与要求2HYPERLINK\l"_Toc164243199"二、毕业实习的时间、地点和任务安排2HYPERLINK\l"_Toc164243200"三、CASIO编程实习3HYPERLINK\l"_Toc164243201"1、CASIO编程实习的主要工作内容3HYPERLINK\l"_Toc164243202"2、CASIO编程实习的技术成果4HYPERLINK\l"_Toc164243203"A、计算切线长（非对称缓和曲线的圆曲线的切线长计算）4HYPERLINK\l"_Toc164243204"B、坐标正反算5HYPERLINK\l"_Toc164243205"C、坐标转换7HYPERLINK\l"_Toc164243206"D、竖曲线的高程计算9HYPERLINK\l"_Toc164243207"E、中桩、边桩坐标的计算11HYPERLINK\l"_Toc164243208"3、CASIO编程的技术小结14HYPERLINK\l"_Toc164243209"四、道路工程施工放样实习15HYPERLINK\l"_Toc164243210"1、施工放样实习的主要工作内容15HYPERLINK\l"_Toc164243211"2、施工放样实习的技术成果15HYPERLINK\l"_Toc164243212"3、施工放样实习的技术小结17HYPERLINK\l"_Toc164243213"五、GPS控制测量实习18HYPERLINK\l"_Toc164243214"1、GPS控制测量实习的主要工作内容18HYPERLINK\l"_Toc164243215"2、HDS2003GPS数据处理步骤19HYPERLINK\l"_Toc164243216"3、GPS控制测量实习的技术成果21HYPERLINK\l"_Toc164243217"4、GPS控制测量实习的技术小结46HYPERLINK\l"_Toc164243218"六、毕业实习体会47一、毕业实习的任务、目的和要求1、实习任务测量中基本知识数据处理流程及程序编制；掌握CASIOfx—4800P计算器的使用；掌握直线、圆曲线和缓和曲线（包括卵形曲线）道路中边桩数据处理及程序编制；最后编程计算处理一条包括各种曲线的完整线路（如立交匝道）；根据编程处理结果利用全站仪进行实地放样，再次熟练掌握全站仪的使用；掌握GPS进行控制测量的内外业流程。对重庆xx整个校区进行GPS控制，并对外业数据进行处理。2、实习目的与要求学生完成全部学业之前，总结和检验以往的知识累计情况，继续拓宽知识面；培养学生的综合工作能力。实习要求：学生在毕业实习过程中独立思考，勇于创新，要在测绘实践中，有意识的发现问题、研究问题、解决问题。二、毕业实习的时间、地点和任务安排实习时间：2007年3月5日—2007年3月30日，历时四周。实习地点：重庆xx实习安排：测绘专业毕业实习由以下三部分组成第一部分，道路工程测量CASIO计算器编程实现（第1——2周），实现在公路测量控制网中较为复杂的数据处理算法，建立公路测量数据库。第二部分，道路工程测量放样（第3周），根据第一部分所编程序，处理包括各种曲线的完整路线，对所得的成果数据在E区进行实地放样。第三部分，GPS控制测量实习（第4周），对整个学校用GPS进行控制测量，然后对野外采集的观测数据进行处理和精度评定，得到相应控制点的坐标，高程等数据。三、CASIO编程实习1、CASIO编程实习的主要工作内容这项实习的主要工作内容是实现在公路测量控制网中较为复杂的数据处理算法，建立公路测量数据库。主要是掌握CASIOfx—4800P计算器的使用，并编出以下五个程序：计算切线长（非对称缓和曲线的圆曲线的切线长计算）坐标正反算坐标转换中桩、边桩坐标的计算竖曲线的高程计算2、CASIO编程实习的技术成果A、计算切线长（非对称缓和曲线的圆曲线的切线长计算）公式：图形：程序：◢注释：E、F——分别为第一第二缓和曲线长ls1和ls2R——圆曲线半径W——曲线转向角a算例：已知曲线转角a=23°03′37.7″，圆曲线半径R=1000m，第一缓和曲线ls1=100m，第二缓和曲线ls2=200m，求切线长。运行程序后，输入E=100，R=1000，F=200，W=23°03′37.7″。计算结果为T1=257.272，T2=301.119B、坐标正反算ⅰ）坐标正算：公式：XB=XA+SABcosWYB=YA+SABsinW图形：程序：{ABSW}X=A+ScosW◢Y=B+SsinW注释：（A，B）——起点坐标（X，Y）S——两点间距离W——方位角算例：①、已知点A的坐标为（3339080，634052），A点到B点的距离为652.253米，A点到B点的坐标方位角为23°20′30″，求B点坐标运行程序后输入：A=3339080，B=634052，W=23°20′30″，S=652.253。计算结果为：X=3339678.872，Y=634310.4313②、已知A点的坐标为(3339080,634052),A点到B点的距离为652.25米,,A点到B点的坐标方位角为190°20′30″,求B点坐标.运行程序后输入：A=3339080，B=634052，W=190°20′30″，S=652.25。计算结果为：X=3338438.246，Y=633934.9096ⅱ)坐标反算：公式：程序：{MNPQI}M“X1”：N“Y1”：P“X2”：Q“Y2”Pol(P-M,Q-N)◢I0I=I◢I=I+360◢⊿注释：（M，N）——起点坐标（P，Q）——终点坐标I——方位角算例：①、已知点A点的坐标为（339080，634052），点B的坐标为（3339289，634152），求AB点的坐标方位角和距离：运行程序后输入：P=3339289:M=339080:Q=634152:N=634052计算结果：I=25°34′10.79″，r=231.692m②、已知点A点的坐标为（339080，634052），点B的坐标为（3338589，633452），求AB点的坐标方位角和距离：运行程序后输入入：P=333385899:M=3399080::Q=6333452::N=6344052计算结果：I==230°°42′19.442″，r=775..294mmC、坐标转换ⅰ）施工坐标转到到测量坐标标：公式：XXP=XO1+XP1cossW-YPP1sinnWYPP=YO1+XP1sinnW+YPP1cossW图形：程序：◢注释：（A，BB）——在测量坐坐标系下，施施工坐标系系的原点坐坐标（C，D）——被转换点在在测量坐标标系下的坐坐标W——转角算例：已知施工工坐标系的的原点在测测量坐标系系下的坐标标为（696336，693448），P点在施工工坐标系下下的坐标为为（643，582），施工工坐标系纵纵轴的切线线方位角为为W=25°°34′10″。求P点在测量量坐标系下下的坐标。运运行程序后后输入：XX0=699636，Y0=6693488，XP1==643，YP1==582，W=25°°34′10″。计算结结果：XP=6699644.8322，YP=7701500.5222。ⅱ)测量坐坐标转施工工坐标：公式：XP1=(XXP-XO1)coosW+((YP-YO1)siinWXP1=(XP--XO1)coosW+((YP-YO1)siinW程序：◢◢注释：（A，B）——在测量坐坐标系下，施施工坐标系系的原点坐坐标（C，D）——被转换点点在施工坐坐标系下的的坐标W——转角算例：：已知施工工坐标系的的原点在测测量坐标系系下的坐标标为（696336，693448），P点在测量量坐标系下下的坐标为为（699664.8332，701550.5222），施工工坐标系纵纵轴的切线线方位角为为W=25°°34′10″。求P点在施工工坐标系下下的坐标。运运行程序后后输入：X0=6696366，Y0=6693488，XP=6699644.8322，YP=7701500.5222，W=25°°34′10″。计算结结果：XP1==642..999，YP1=582。D、竖曲线的高程程计算公式：L=R**W=R**(I2--I1)TT=L/22E=/2Ryi=/2RH1=H0-(T--X)iH=HH1y图形：程序：◢◢◢◢◢⊿⊿⊿1⊿⊿◢◢◢◢⊿⊿⊿1⊿⊿11◢◢⊿⊿注释：A、B、C——分别为A、B、C点桩号X——所求点桩号MM——变坡点高高程NN“H1”——所求点切切线高程HH——设计高程程YY——高程改正正（凹曲线线取“+”，凸曲线线取“-”）算例：已知竖曲曲线半径R=30000m，相相邻坡段的的纵坡度i1=+3..1﹪,i2=+1..1﹪,变坡点桩桩号为10K++770，其高程程为3966.6700m。竖曲线线上各点高高程计算结结果见下表表：桩号至竖曲线起点或或终点的平平距X（m）高程改正y（m）坡道高程（m）竖曲线高程（m）起点10K+740000.00395.74395.74+75010-0.02396.05396.03+76020-0.07396.36396.29变坡点10K++77030-0.15396.67396.52+78020-0.07396.78396.71+79010-0.02396.89396.87终点10K+800000.00397.00397.00E、中桩、边桩坐坐标的计算算公式：其中中：图形：程序：12⊿⊿⊿3⊿⊿3⊿⊿33⊿⊿◢◢◢4422◢◢◢44◢◢◢◢1注释：E、F———起点与终终点的曲率率半径J———曲线长DD——边桩距I=（曲曲线左偏I=-1，右偏I=1）A———起点的切切线方位角角US———计算点与与起点之间间的曲线长长（即桩号号之差）（U，VV）——起点的坐坐标（P，QQ）——所求点的的中桩坐标标（Y“XXL”，Y“YL”）——所求点的的左边桩坐坐标（Y“XXR”，Y“YR”）——所求点的的右边桩坐坐标使用说明：由于于直线段上上用万能公公式时误差差会偏大，因因此单独编编出程序。首先根据半径判判断所求点点在直线段段还是曲线线段，然后后有已知的的起点坐标标、起点的的切线方位位角和偏转转情况算出出其中边桩桩坐标。若若只知道起起点和交点点坐标时，根根据前面的的坐标反算算程序先算算出其切线线方位角。算例：见C—CC匝道放样样数据记录录表格。程程序运算时时，先输入入E=999999999，F=30，J=300-0.000，A=88°13′58.333″，I=1，S=10，D=2..5。计算结果为：UU=693345.4436，V=699696..332，XL=6693477.8122，YL=6636966.2255，XR=6693422.8144，YR=6636966.4099。依次进进行循环，算算出各个桩桩号的中边边桩坐标。3、CASIO编程程的技术小小结使用CASIOfxx-48000前熟读说说明书，并并搞清各键键的功能和和内带函数数的用法是是很重要的的。另外编编程前一定定要解决主主要矛盾，写写出主要公公式和次要要公式，并并理请它们们之间的关关系、输入入的变量和和输出的结结果，先将将编好的程程序写在稿稿纸上，仔仔细检查之之后输入计计算器。不不断的调试试、修改，使使之完整、实实用。值得注意的是，在在整个程序序中可以用用相同的变变量，否则则在较大的的程序中，变变量会不够够用，就算算扩充变量量也比较麻麻烦，因此此最好的方方法是尽量量用前面不不需要的量量进行覆盖盖，譬如：：，但是要要注意不要要，影响程程序的运行行和结果。与VB相似，对其循环语句和条件语句的灵活运用，可用来做多种运算，但是要注意赋初值变量的位置，否则会出现死循环。在运用条件语句的时候要注意语句的格式，以及最重要的是不能在语句中使用EXE，否则程序会无法执行。四、道路工程施工工放样实习习1、施工放样实习习的主要工工作内容道路路工程施工工放样实习习是在前一一阶段实习习的基础上上进行的，我我们先利用用编写好的的程序对工工程图纸中中曲线上任意点中中边桩坐标标进行计算算，然后用用全站仪，将将计算好的的成果数据据在E区进行实实地放样。2、施工放样实习的的技术成果果A、放样曲线如图图所示：B、放样数据记录录表格：点名桩号中桩左边桩右边桩XY方位角XYXYBPK0+000..00069345.331363696.333288°13′558.333″69347.881263696.222569342.881463696.44091K0+010..00069345.443663706.333091°24′557.499″69347.993563706.339269342.993763706.22682K0+020..00069344.445163716.2270100°57′′54.995″69346.990663716.774569341.999763715.7794SC1K0+030..00069341.330663725.7728116°52′′50.773″69343.553663726.885869339.007663724.55983K0+040..00069335.339563733.7737135°58′′45.667″69337.113263735.553469333.665863731.99394K0+050..00069327.118963739.3370155°04′′40.66″69328.224263741.663869326.113663737.11035K0+060..00069317.559163742.0009174°10′′35.554″69317.884563744.449669317.333863739.5522CS1K0+068..21369309.441063741.7721189°51′′43.996″69308.998163744.118469309.883763739.22586K0+070..00069307.665963741.3363193°12′′01.662″69307.008863743.779769308.223063738.99307K0+080..00069298.338863737.7702209°07′′28.991″69297.117263739.888669299.660563735.55188K0+090..00069290.222463731.9955220°22′′18.665″69288.660563733.886069291.884363730.0051SC2K0+096..79769285.225863727.3318225°20′′47.888″69283.447963729.007569287.003663725.55619K0+100..00069283.004463725.0004227°10′′54.54″69281.221063726.770369284.887863723.330510K0+110..00069276.662563717.3341232°54′′41.002″69274.663063718.884969278.661963715.883411K0+120..00069271.000363709.00762388°388′27.55″69268.886863710.337769273.113863707.7775CS2K0+121..14369270.441363708.0097239°17′′45.111″69268.226463709.337369272.556363706.882012K0+130..00069266.229863700.2259245°46′′30.551″69264.001863701.228569268.557863699.223313K0+140..00069263.001863690.8828256°28′′00.999″69260.558863691.441369265.444963690.224314K0+150..00069261.885563680.9922270°44′′23.114″69259.335563680.888969264.335563680.9954SC3K0+150..85769261.887663680.0065272°07′′46.334″69259.337863679.997269264.337563680.115815K0+160..00069263.339863671.0076287°05′′48.66″69261.000963670.334169265.778863671.881116K0+170..00069267.665563662.0064303°28′′01.44″69265.556963660.668669269.774063663.444317K0+180..00069274.227863654.6618319°50′′14.22″69272.666663652.770769275.889163656.5528CS3K0+189..37469282.116163649.5598335°10′′57.81″69281.111263647.332969283.221163651.886718K0+190..00069282.773263649.3340336°11′′56.57″69281.772363647.005368283.774063651.662819K0+200..00069292.229863646.5512350°08′′30.118″69291.886963644.004969292.772663648.997520K0+210..00069302.225263645.6696359°46′′10.223″69302.224263643.119669302.226263648.119621K0+220..00069312.223763646.11825°04′56.771″69312.445863643.669269312.001663648.6672STK0+227..31369319.551263646.99276°14′10..39″69319.778363644.444369319.224063649.441322K0+230..00069322.118363647.22196°14′10..39″69322.445563644.773469321.991263649.770423K0+240..00069332.112463648.33056°14′10..39″69332.339563645.882069331.885263650.779024K0+250..00069342.006563649.33916°14′10..39″69342.333663646.990669341.779363651.887725K0+260..00069352.000663650.44786°14′10..39″69352.227763647.999269351.773463652.996326K0+270..00069361.994663651.55646°14′10..39″69362.221863649.007969361.667563654.004927K0+280..00069371.888763652.66506°14′10..39″69372.115963650.116569371.661663655.113528K0+290..00069381.882863653.77366°14′10..39″69382.110063651.225169381.555663656.222229K0+300..00069391.776963654.88236°14′10..39″69392.004063652.333869391.449763657.330830K0+310..00069401.771063655.99096°14′10..39″69401.998163653.442469401.443863658.339431K0+320..00069411.665063656.99956°14′10..39″69411.992263654.551069411.337963659.4480EPK0+323..18569414.881663657.33406°14′10..39″69415.008863654.885669414.554563659.88263、施工放样实习习的技术小小结在施工放样阶段段，主要是是对全站仪仪的使用及及曲线坐标标计算程序序的使用，根根据工程图图纸中的各各种参数、数数据，计算算出各个主主点的坐标标及细部点点的坐标，这这是编程计计算器很容容易实现的的。在已知知放样点坐坐标的情况况下，在全全站仪中使使用坐标放放样方法就就能很容易易的得到放放样点。我们组拿到的设设计图纸是是黄花园立立交桥的线线位数据图图，通过前前两周所编写的程序序，主要对对A—A、C—C匝道的主主点桩号进进行复核，然然后加密。最最后将成果果在E区操场上上放样出来来。在放样样过程中，放放样人员之之间的默契契和对全站站仪操作的的熟练程度度是很重要要的，直接接影响到放放样是否准准又快。首先建立一个独独立坐标系系，经过坐坐标平移和和旋转将要要放样的匝匝道摆到控控制网中去去；然后每每间隔10米取一个放放样点用以以编好的程程序计算出出放样点的的坐标；接接着将放样样点、曲线线的主点的的桩号和坐坐标输入全全站仪中以以便放样时时直接高取取；最后用用坐标法放放样出待求求点的实地地位置。具具体的操作作是先进行行后视定向向，再调取取所放样的的桩号坐标标并将水平平角调到零零，选到一一定模式下下，全站仪仪便会提示示出放样点点的正确位位置与现在在立尺者所所在位置的的距离差，最最后由观测测人员指挥挥立尺者不不断调整一一直到距离离符合精度度要求为止止，这时就就可以在地地上做上标标记并标明明点号。五、GPS控制测量量实习1、GPS控制测量量实习的主主要工作内内容这次实习主要是是用GPS进行控制制测量，然然后对野外外采集的观观测数据进进行处理和和精度评定定，得到相相应控制点点的坐标，高高程等数据据。在实习场地范围围内，构建建一个D级GPS控制网。测测区范围主主要是在重重庆xx校园内内及周边，东东起学府大大道69号住宅区区后面的公公路，西至至A区简易操操场，北起起学生C区，南至至知园小区区。场地内内主要有居居民区、教教学楼、宿宿舍楼、食食堂、操场场和校园内内外道路等等地物，其其中有一条条南北向城城市主干道道。地形以以山地为主主，呈北高高南低走势势。根据实实际情况，我我们利用4台GPS接收机进进行控制测测量，共布布设21个GPS控制点，主主要用边连连式布网方方案，此网网形的几何何强度较高高，有较多多的复测边边和非同步步图形闭合合条件。2、HDS20033GPS数据处理理步骤①、新建项目执行“开始”菜单的“HDSS20033数据处理软软件包”，启动后后处理软件件，选择“项目”—“新建项目”进入任务务设置窗口口。在“项目名称”中输入项项目名称，可可选择项目目存放的文文件夹，“项目文件”中显示的的是现有项项目文件的的路径，按按“确定”完成新项项目的创建建工作，然然后系统将将弹出项目目属性设置置对话框，用用户可以设设置项目的的细节，坐坐标系统和和参数。②、导入数据选择“项目”—“导入”，在在弹出的对对话框中选选择需要加加载的数据据类型，按“确定”进入文件件选择对话话框。选择择*.ZHHD文件，可可按“CTRL”或“SHIFFT”键进行多多选，单击击“打开”，将数据据文件读入入。③、处理基线单击菜单“静态态基线”—“处理全部部基线”，系统将将采用默认认的基线处处理设置，处处理所有的的基线向量量。处理完完之后再逐逐个处理出出现“！”号的基线线，选择一一条基线，观观察基线残残差图，在在观测数据据图中进行行信号截取取，反复处处理，直至至消除全部部“！”号。④、处理基线闭合合差执行“静态基线”—“搜索基线线闭合差”，对有问问题的闭合合环进行处处理，双击击搜索结果果中相对误误差较大的的闭合环，然然后按照③中的方法法进行处理理。⑤、平差前设置首先在管理区中中切换到“站点”，在树形形视图右边边双击“观测站点”中的已知知点，再在在属性区中中选择“修改”标签，进进入测站坐坐标设置，我我们进行的的是二维平平差，用固固定方式采采用XY方式输入入，并将是是否固定中中选择是。同同样的方法法把所有的的已知点坐坐标都输入入完毕。选选择菜单“网平差”—“网平差设设置”窗口，确确定选择了了“二维平差”。⑥进行网平差执行菜单“网平平差”下的“进行网平平差”⑦、成果输出执行“处理报告”菜单单下的“网平差”。平差结结果中的全全部内容输输出成一个个HTML报告形式式。3、GPS控制测量量实习的技技术成果静态基线图：星历预报3月26号3月27号3月28号平差报告§1项目信息息§1.1项目目属性项目名称:GPPS控制测测量项目单位:033级测绘施工单位:033级测绘负责人:靳丹娟娟控制网等等级:D测量员:靳丹娟娟计算员:靳丹娟开始日期:20007.33.26结束日期:20007.33.30备注:§1.2坐标标系统坐标系名称:UUnknoown椭椭球长半轴轴a：63788137..0000000椭球扁率f：1/2998.25572244投影名名称:高斯投影尺度:1.00000000投影高:0.00000000X加常数:0.00000000Y加常数:5000000..0000000中中央纬度:0中央子午午线:1066§2WGS--84三维无约约束平差§2.1平差差参数参考因子：0..93χ平方检验(α=95%%)：通过自由由度：93§2.2平差差基线边序号基线名DX(m)DY(m)DZ(m)距离中误差(m))改正数(m))改正数(m))改正数(m))改正数(m))相对误差1A000→G0000.00872-202.72278-94.4422955.41000230.409900.0175-0.003000.00510.00260.00121:1320022A000→H0000.00872-177.34412-25.53331-61.00770189.271140.00730.00160.00030.0000-0.001661:2583343A000→P0000.00872-76.11000-5.62844-42.5633187.384440.0071-0.00422-0.00999-0.006220.00731:1234404G000→H0000.0087225.3867768.90999-116.41170137.644440.01800.0049-0.01066-0.006550.00111:766335G000→P0000.00872126.6177888.81455-97.97332183.081150.0178-0.007440.01210.0068-0.002991:1027726G003→G0004.00875-63.21556100.86112-193.16687226.899940.00450.00100.0001-0.00033-0.000001:5093347G003→G0005.00875-164.4993888.70788-235.02276300.275530.0046-0.002550.00150.00070.00121:6478898G003→K0000.00874-280.166097.4367-145.81173315.924420.00300.0003-0.002880.0014-0.001001:10422339G003→K0000.00875-280.166097.4367-145.81173315.924420.0030-0.002660.00810.00180.00171:104223310G003→M0000.00874-108.47787-51.6055144.26755128.024470.0061-0.00044-0.00233-0.000110.00121:20877211G003→O0000.00874-285.65548-118.7991485.43333320.950010.00680.0013-0.00255-0.00277-0.000991:47233912G004→G0005.00875-101.27782-12.15334-41.85889110.259940.00580.0019-0.00177-0.00211-0.000771:18966613G004→K0000.00875-216.94453-93.4244547.35155240.905570.00500.0052-0.00722-0.00377-0.002771:48511614G005→G0006.00876-100.90013-28.804481.1010104.938810.0061-0.001220.0049-0.00533-0.000221:17244515G005→K0000.00875-115.66671-81.2711189.21033167.159960.00470.0033-0.00200-0.00255-0.002771:35699116G005→K0000.00876-115.66671-81.2711189.21033167.159960.0047-0.00755-0.01222-0.000990.01061:35699117G006→G0007.00877-81.01445-22.913393.765484.276880.00500.00010.0027-0.00011-0.000991:16800718G006→J0000.00877-101.95531-70.3355577.39311146.052210.0051-0.004110.00180.00280.00341:28377719G006→K0000.00877-14.76557-52.4666388.10933103.605500.0053-0.00011-0.00933-0.00666-0.000991:19666220G007→G0009.00861-74.896624.0089-45.3999287.673220.00300.01110.0012-0.00422-0.007331:28944421G007→G0011.00861-87.22009105.28669-234.35542271.320030.00320.00770.0017-0.00144-0.000661:83744822G007→J0000.00861-20.93886-47.4211573.6277790.045990.00260.00950.0029-0.00022-0.003991:34011723G007→J0000.00877-20.93886-47.4211573.6277790.045990.0026-0.00388-0.00455-0.000550.00291:34011724G007→K0000.0087766.24888-29.5522384.34400111.248810.0034-0.003440.00230.0010-0.001991:32888925G009→G0010.00862-123.81183-23.53118-2.15511126.053300.00340.00070.00170.0018-0.001111:37344626G009→G0011.00861-12.32447101.27880-188.95551214.739970.0030-0.00111-0.00333-0.002990.00111:72666127G009→G0012.00862-275.79901-97.74662148.71775328.224460.00310.00160.00550.0018-0.002111:104994728G009→J0000.0086153.95766-51.43004119.02669140.441180.0024-0.00344-0.00222-0.00633-0.005881:59555829G009→J0000.0086253.95766-51.43004119.02669140.441180.0024-0.000660.00670.00440.00101:59555830G010→G0012.00862-151.97718-74.21444150.87227226.640020.00380.00050.00150.00170.00031:58899531G010→J0000.00862177.77559-27.89886121.18220216.950090.00360.00120.00020.00080.00141:60777332G011→J0000.0086166.28233-152.70084307.98119350.094440.00300.00350.00290.00070.00001:118550033G012→G0013.00863-230.68871-223.49996255.37331410.346630.0042-0.000550.00420.0008-0.001551:98077734G012→H0000.00863272.98996-105.93331215.64001363.656610.00430.00150.00460.00220.00111:83855235G012→J0000.00862329.7477746.31588-29.69007334.305560.00280.0027-0.00500-0.002550.00221:120006436G012→J0000.00863329.7477746.31588-29.69007334.305560.0028-0.001660.00520.0002-0.000991:120006437G013→H0000.00863503.67667117.56666-39.73330518.739960.0049-0.00066-0.00200-0.00133-0.000991:106111838G013→J0000.00863560.43448269.81554-285.06637684.214410.00410.00000.00460.00130.00131:165333439H000→J0000.0086356.75822152.24888-245.33308294.259900.00420.00030.00780.00310.00141:70100540H000→K0000.00873143.94555170.11880-234.61145323.580070.00470.00140.00420.00110.00201:68544741H000→O0000.00873138.4511643.88999-3.36399145.280070.0065-0.00066-0.00355-0.00077-0.001661:22466442H000→P0000.00872101.2311119.9046618.44388104.805510.0034-0.002990.00160.0009-0.002331:30888043H000→P0000.00873101.2311119.9046618.44388104.805510.00340.0004-0.00055-0.00300-0.000221:30888044J000→K0000.0087787.1874417.8692210.7162289.642550.00320.00130.00620.00110.00261:27755145K000→M0000.00874171.68222-59.04118190.08448262.855530.00660.00040.00810.0003-0.001441:40122146K000→O0000.00873-5.49400-126.22281231.25006263.515580.0065-0.011880.0147-0.00222-0.008881:40311847K000→P0000.00873-42.71444-150.21134253.05884297.367700.0055-0.000330.01040.00720.00091:54222748O000→P0000.00873-37.22004-23.9855321.8078849.358220.00680.0034-0.001880.0019-0.000991:72599§2.3T检验列表基线名T-XT-YT-ZA000→G0000.008720.10490.11480.1119A000→H0000.008720.10960.00640.0001A000→P0000.008720.31690.25280.2496G000→H0000.008720.17760.19880.2076G000→P0000.008720.23970.24740.2589G003→G0004.008750.16070.00820.0385G003→G0005.008750.25270.15290.0680G003→K0000.008740.05810.25390.2663G003→K0000.008750.25330.59760.1617G003→M0000.008740.12290.17740.0343G003→O0000.008740.28640.12340.1745G004→G0005.008750.16230.11720.1673G004→K0000.008750.41610.43410.2729G005→G0006.008760.21740.38970.2783G005→K0000.008750.28540.13640.1940G005→K0000.008760.42640.94610.0406G006→G0007.008770.02660.35310.0101G006→J0000.008770.60780.14510.1932G006→K0000.008770.01860.63390.3949G007→G0009.008611.74850.16530.5005G007→G0011.008611.13390.29120.2803G007→J0000.008610.81120.37790.0318G007→J0000.008770.83480.72100.0801G007→K0000.008770.78680.31650.1828G009→G0010.008620.17630.35280.3245G009→G0011.008610.28010.54290.5426G009→G0012.008620.23520.68300.1996G009→J0000.008610.75550.28781.0239G009→J0000.008620.05840.49700.4551G010→G0012.008620.06810.19390.1889G010→J0000.008620.12890.01300.0863G011→J0000.008610.84720.38520.1598G012→G0013.008630.10760.37920.2058G012→H0000.008630.33600.39610.3622G012→J0000.008620.24040.32160.2212G012→J0000.008630.31140.49880.0587G013→H0000.008630.14270.15230.1996G013→J0000.008630.00810.41840.3225H000→J0000.008630.05310.56600.4444H000→K0000.008730.29430.10590.0400H000→O0000.008730.05810.25720.0412H000→P0000.008720.46360.15670.1580H000→P0000.008730.11220.06910.3120J000→K0000.008770.31200.88330.2022K000→M0000.008740.08150.33840.0501K000→O0000.008730.52910.63660.0544K000→P0000.008730.04900.23990.2383O000→P0000.008730.34510.12090.0992§2.4自由由网平差坐坐标序号点名纬度(D:MM:S)经度(D:MM:S)高程点位中误差中误差(m))中误差(m))中误差(m))1A00029:29:335.855691NN106:34::03.1141933E239.723380.00730.00200.00310.00632G00029:29:337.944628NN106:34::11.3355000E238.531180.01710.00210.00470.01633G00329:29:330.644530NN106:33::52.9910066E219.153390.00350.00130.00140.00294G00429:29:223.355081NN106:33::54.0091888E223.897710.00510.00210.00250.00395G00529:29:221.899208NN106:33::57.8824033E218.286630.00470.00170.00200.00406G00629:29:221.900465NN106:34::01.7719011E219.838870.00490.00210.00170.00417G00729:29:221.999289NN106:34::04.8844055E222.683310.00290.00100.00130.00248G00929:29:220.300661NN106:34::07.4466411E222.270010.00290.00110.00130.00249G01029:29:220.044176NN106:34::12.1120911E232.312210.00390.00160.00190.003010G01129:29:113.355683NN106:34::06.8832833E216.815570.00340.00120.00180.002611G01229:29:224.755110NN106:34::18.3313666E282.392220.00310.00110.00140.002512G01329:29:334.344299NN106:34::28.8887922E278.928800.00410.00160.00170.003413H00029:29:333.711507NN106:34::09.7722200E232.405500.00340.00110.00130.003014J00029:29:224.700551NN106:34::06.0091022E224.561100.00240.00090.00100.002115K00029:29:225.133211NN106:34::02.7799722E223.104410.00270.00100.00090.002416M00029:29:332.199303NN106:33::57.3316066E224.813350.00650.00230.00300.005317O00029:29:333.577862NN106:34::04.3331355E233.000000.00590.00320.00210.004518P00029:29:334.399297NN106:34::05.9909599E232.964410.00420.00170.00150.0036§3三维平差差§3.1平差差参数网的参考因子：：0.00000§3.2平差差基线边序号基线名DX(m)DY(m)DZ(m)距离中误差(m))改正数(m))改正数(m))改正数(m))改正数(m))相对误差较差Δx(m)较差Δy(m)较差Δz(m)1A000→G0000.00872-202.72278-94.4422955.41000230.409900.0000-0.003000.00510.00260.00121:00.00000.00000.00002A000→H0000.00872-177.34412-25.53331-61.00770189.271140.00000.00160.00030.0000-0.001661:682055158440.00000.00000.00003A000→P0000.00872-76.11000-5.62844-42.5633187.384440.0000-0.00422-0.00999-0.006220.00731:00.00000.00000.00004G000→H0000.0087225.3867768.90999-116.41170137.644440.00000.0049-0.01066-0.006550.00111:-309226643320.00000.00000.00005G000→P0000.00872126.6177888.81455-97.97332183.081150.0000-0.007440.01210.0068-0.002991:00.00000.00000.00006G003→G0004.00875-63.21556100.86112-193.16687226.899940.00000.00100.0001-0.00033-0.000001:00.00000.00000.00007G003→G0005.00875-164.4993888.70788-235.02276300.275530.0000-0.002550.00150.00070.00121:00.00000.00000.00008G003→K0000.00874-280.166097.4367-145.81173315.924420.00000.0003-0.002880.0014-0.001001:00.00000.00000.00009G003→K0000.00875-280.166097.4367-145.81173315.924420.0000-0.002660.00810.00180.00171:00.00000.00000.000010G003→M0000.00874-108.47787-51.6055144.26755128.024470.0000-0.00044-0.00233-0.000110.00121:00.00000.00000.000011G003→O0000.00874-285.65548-118.7991485.43333320.950010.00000.0013-0.00255-0.00277-0.000991:00.00000.00000.000012G004→G0005.00875-101.27782-12.15334-41.85889110.259940.00000.0019-0.00177-0.00211-0.000771:00.00000.00000.000013G004→K0000.00875-216.94453-93.4244547.35155240.905570.00000.0052-0.00722-0.00377-0.002771:00.00000.00000.000014G005→G0006.00876-100.90013-28.804481.1010104.938810.0000-0.001220.0049-0.00533-0.000221:00.00000.00000.000015G005→K0000.00875-115.66671-81.2711189.21033167.159960.00000.0033-0.00200-0.00255-0.002771:00.00000.00000.000016G005→K0000.00876-115.66671-81.2711189.21033167.159960.0000-0.00755-0.01222-0.000990.01061:00.00000.00000.000017G006→G0007.00877-81.01445-22.913393.765484.276880.00000.00010.0027-0.00011-0.000991:1246773740080.00000.00000.000018G006→J0000.00877-101.95531-70.3355577.39311146.052210.0000-0.004110.00180.00280.00341:-1095554733120.00000.00000.000019G006→K0000.00877-14.76557-52.4666388.10933103.605500.0000-0.00011-0.00933-0.00666-0.000991:00.00000.00000.000020G007→G0009.00861-74.896624.0089-45.3999287.673220.00000.01110.0012-0.00422-0.007331:-1343326233560.00000.00000.000021G007→G0011.00861-87.22009105.28669-234.35542271.320030.00000.00770.0017-0.00144-0.000661:1943445523320.00000.00000.000022G007→J0000.00861-20.93886-47.4211573.6277790.045990.00000.00950.0029-0.00022-0.003991:1174668685520.00000.00000.000023G007→J0000.00877-20.93886-47.4211573.6277790.045990.0000-0.00388-0.00455-0.000550.00291:1174668685520.00000.00000.000024G007→K0000.0087766.24888-29.5522384.34400111.248810.0000-0.003440.00230.0010-0.001991:129222112000.00000.00000.000025G009→G0010.00862-123.81183-23.53118-2.15511126.053300.00000.00070.00170.0018-0.001111:-378111172230.00000.00000.000026G009→G0011.00861-12.32447101.27880-188.95551214.739970.0000-0.00111-0.00333-0.002990.00111:1221004646600.00000.00000.000027G009→G0012.00862-275.79901-97.74662148.71775328.224460.00000.00160.00550.0018-0.002111:-1241119333810.00000.00000.000028G009→J0000.0086153.95766-51.43004119.02669140.441180.0000-0.00344-0.00222-0.00633-0.005881:-1657787733260.00000.00000.000029G009→J0000.0086253.95766-51.43004119.02669140.441180.0000-0.000660.00670.00440.00101:-1657787733260.00000.00000.000030G010→G0012.00862-151.97718-74.21444150.87227226.640020.00000.00050.00150.00170.00031:00.00000.00000.000031G010→J0000.00862177.77559-27.89886121.18220216.950090.00000.00120.00020.00080.00141:167522887330.00000.00000.000032G011→J0000.0086166.28233-152.70084307.98119350.094440.00000.00350.00290.00070.00001:-669445112270.00000.00000.000033G012→G0013.00863-230.68871-223.49996255.37331410.346630.0000-0.000550.00420.0008-0.001551:00.00000.00000.000034G012→H0000.00863272.98996-105.93331215.64001363.656610.00000.00150.00460.00220.00111:00.00000.00000.000035G012→J0000.00862329.7477746.31588-29.69007334.305560.00000.0027-0.00500-0.002550.00221:-1681175088080.00000.00000.000036G012→J0000.00863329.7477746.31588-29.69007334.305560.0000-0.001660.00520.0002-0.000991:-1681175088080.00000.00000.000037G013→H0000.00863503.67667117.56666-39.73330518.739960.0000-0.00066-0.00200-0.00133-0.000991:00.00000.00000.000038G013→J0000.00863560.43448269.81554-285.06637684.214410.00000.00000.00460.00130.00131:973122188330.00000.00000.000039H000→J0000.0086356.75822152.24888-245.33308294.259900.00000.00030.00780.00310.00141:1993996586620.00000.00000.000040H000→K0000.00873143.94555170.11880-234.61145323.580070.00000.00140.00420.00110.00201:00.00000.00000.000041H000→O0000.00873138.4511643.88999-3.36399145.280070.0000-0.00066-0.00355-0.00077-0.001661:-680776032200.00000.00000.000042H000→P0000.00872101.2311119.9046618.44388104.805510.0000-0.002990.00160.0009-0.002331:6891111040.00000.00000.000043H000→P0000.00873101.2311119.9046618.44388104.805510.00000.0004-0.00055-0.00300-0.000221:6891111040.00000.00000.000044J000→K0000.0087787.1874417.8692210.7162289.642550.00000.00130.00620.00110.00261:1586334128820.00000.00000.000045K000→M0000.00874171.68222-59.04118190.08448262.855530.00000.00040.00810.0003-0.001441:00.00000.00000.000046K000→O0000.00873-5.49400-126.22281231.25006263.515580.0000-0.011880.0147-0.00222-0.008881:00.00000.00000.000047K000→P0000.00873-42.71444-150.21134253.05884297.367700.0000-0.000330.01040.00720.00091:00.00000.00000.000048O000→P0000.00873-37.22004-23.9855321.8078849.358220.00000.0034-0.001880.0019-0.000991:00.00000.00000.0000§3.3三维维约束平差差坐标序号点名纬度(D:MM:S)经度(D:MM:S)高程点位中误差中误差(m))中误差(m))中误差(m))1A00029:29:335.855691NN106:34::03.1141933E239.723380.00000.00000.00000.00002G00029:29:337.944628NN106:34::11.3355000E238.531180.00000.00000.00000.00003G00329:29:330.644530NN106:33::52.9910066E219.153390.00000.00000.00000.00004G00429:29:223.355081NN106:33::54.0091888E223.897710.00000.00000.00000.00005G00529:29:221.899208NN106:33::57.8824033E218.286630.00000.00000.00000.00006G00629:29:221.900465NN106:34::01.7719011E219.838870.00000.00000.00000.00007G00729:29:221.999289NN106:34::04.8844055E222.683310.00000.00000.00000.00008G00929:29:220.300661NN106:34::07.4466411E222.270010.00000.00000.00000.00009G01029:29:220.044176NN106:34::12.1120911E232.312210.00000.00000.00000.000010G01129:29:113.355683NN106:34::06.8832833E216.815570.00000.00000.00000.000011G01229:29:224.755110NN106:34::18.3313666E282.392220.00000.00000.00000.000012G01329:29:334.344299NN106:34::28.8887922E278.928800.00000.00000.00000.000013H00029:29:333.711507NN106:34::09.7722200E232.405500.00000.00000.00000.000014J00029:29:224.700551NN106:34::06.0091022E224.561100.00000.00000.00000.000015K00029:29:225.133211NN106:34::02.7799722E223.104410.00000.00000.00000.000016M00029:29:332.199303NN106:33::57.3316066E224.813350.00000.00000.00000.000017O00029:29:333.577862NN106:34::04.3331355E233.000000.00000.00000.00000.000018P00029:29:334.399297NN106:34::05.9909599E232.964410.00000.00000.00000.0000§4二维平差差§4.1平差差参数迭代次数：2网网的参考因因子：0.99317ｘｘ向平移：：-320026677.78550米ｙ向平移移：-4900890..93477米比例例：-6..11900ppm旋转转：33995.12276秒§4.2平面面距离平差差值起点终点dx中误差(m))dy中误差(m))平距方位角中误差(m))相对误差A000G00061.768770.0022221.970040.0045230.4044574.449550.00501:459440H000-67.996680.0014176.482270.0013189.12888111.071110.00191:1007727P000-45.936650.001