第11章 文件
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第十一章文件类型介绍及格式说明§11.1 文件类型介绍项目文件:*.prj轨迹点记录:*.rec控制点坐标库文件/水准点坐标库文件:*.knw/*.hkw放样点坐标库文件:*.tsk线路文件: *.rod线段文件:*.sct纵断面数据文件:*.ver横断面数据:*.tra七参数转换文件:Temp7.c47转换参数转换文件:Temp4.c47电力点库文件格式: *.ppp:§11.2 文件格式说明HaidaRtk文档说明文件1、(*.prj) 项目文件文件内容:(“//”后为说明文字)[VER 1.15 (*.prj)]//版本Datum Name:WGS-84//参考椭球a:6378137.00000000000//长半轴1/e:298.25722356340//扁率7On:0//是否启用七参数7 Parameters Mode:0//七参数模型SHIFT X:0.00000000000//x平移SHIFT Y:0.00000000000//y平移SHIFT Z:0.00000000000//z平移ROTA TION A:0.00000000000//x旋转ROTA TION B:0.00000000000//y旋转ROTA TION C:0.00000000000//z旋转K PPM:0.00000000000//比例Projecture://投影ProjectionMode:0//投影模式:0高斯投影,1兰博特投影L0:114:00:00.000SCALE:1.00000000000CONSTX:0.00000000000CONSTY:500000.00000000000IsTable:0UserValue:0.000000B0:0:00:00.000BM:0:00:00.000BM2:0:00:00.000MapH:0.000TRANSFORM:0//平面转换参数是否启用TRANSFORM MODE:0//参数类型,0:平面转换1:网格拟和SHIFT X:0.00000000000SHIFT Y:0.00000000000ROTATION:0:00:00.00000SCALE:1.00000000000HEIGHT TRAN://高程拟和参数HeightFix On:0//是否启用HeightGridFileFix On:0Mode:0Normal:0.0000A:0B:0C:0A0:0A1:0A2:0A3:0A4:0A5:0IsStatic:BASESTATION://基站信息StaName:kkkkANT H:RTKMODE:0RadioFmt:3STAR-MASK:10STAR-NUM:10Base Ant height:0.0000Current Adjust Group ID:-1PhasicAntHeigh:0.030ROVE://移动站信息RTKMODE:0RadioFmt:3STAR-MASK:15RECEIVER:MODEL:BORD:AntH:0.0000PreH:0.2000PreS:0.0500SV:Mode:3IsRoadSect:0RoadNum:0RecName:\Built-in Storage\RTK\UnNamed2\UnNamed2.rec//记录点库路径RoadName:SectName:ISListName:TranRName:PowerPosName:\Built-in Storage\RTK\UnNamed2\UnNamed2.ppp//电力点库路径GridHFile://高程的网格拟合文件路径GridPFile://平面的网格拟合文件路径2、(*.knw/*.hkw) 控制点坐标库/水准点坐标库[VER 1.01 (*.knw)]z12,0,1,2560422.96478472280,380716.26206874562,74.0801,0.0000,z11,0,0,0.40385416108,1.97807537708,74.0801,0.0000,格式说明:点名,被关联次数,坐标类型(0表示blh,1表示xyh),x/b,y/l,h,高程拟和值,注记3、(*.rec) 轨迹点记录[VER 1.04 (*.rec)]ZHD1,1980-01-06|08:00:00,100.000,200.000,0.000,0.000,0.000,0:00:03.24563N,109:30:53.69324E,108.000,0,,无数据0,0.000,0.000,,000000,118,-1,1980-01-06|08:00:00,1980-01-06|08:00:00,0.000格式说明:点名,时间,x,y,h,高程拟和值,b,l,h,是否对应控制点,对应控制点点名,解类型,平面误差,高程误差,地物属性,GPS时间,注记,校正参数组号,平滑开始时间(忽略),平滑结束时间(忽略),pdop(忽略)4、(*.ver) 纵断面数据1010.00,10000000000.0000,0.4000,0,10000000000.00,123.121050.00,0.4000,0.2000,1,200.00,111.111100.00,0.2000,0.4000,1,100.00,24.34变坡点,坡度1,坡度2,竖曲线(T/F),半径,变坡点高程10000000000.0000代表无穷大5、(*.tra) 横断面数据a)横断面记录文件采用二进制数据文件,恕不提供格式;b)2.02版开始在横断面视图的选项菜单中支持横断面数据导出,目前有三种格式,以下为每种格式下的一条记录:(1)相对于前一点高差(*.txt),格式说明:1.行一:中桩里程,断链号2.行二:左1D,左1H(相对于中桩地面高程),左2D(相对于左1D),左2H(相对于左1H)…3.行三:右1D,右1H(相对于中桩地面高程),右2D(相对于右1D),右2H(相对于右1H)…(2)相对于中桩设计高差(*.txt),格式说明:1.行一:中桩里程,断链号,设计高程,地面点高差(地面点高程-设计高程)2.行二:左1D,左1H(相对于中桩设计高程),左2D,左2H(相对于中桩设计高程)…3.行三:右1D,右1H(相对于中桩设计高程),右2D,右2H(相对于中桩设计高程)…(3)纵断面地形(*.txt),格式说明:1.行一:中桩里程,断链号,设计高程,地面点高差(地面点高程-设计高程)6、(*.tsk) 放样点库文件[VER 1.03(*.tsk)]name1, 2560217.015, 432138.098, 73.580name2, 2560317.015, 432238.098, 73.580name3, 2560217.015, 432138.098, 73.580格式说明:放样点名,工程X,工程Y,工程H7、交点表文件(*.txt)交点编号,交点里程,交点X,交点Y,缓曲长1,圆曲半径, 缓曲长2,回头曲线,转角,切线长1,切线长2,曲线总长,到下一点的方位角BP,14700,3165357.931,518106.909,,,,,,,,,JD7,15202.259,3165094.100,517679.525,120,700,,,,,,,JD8,16514.728,3164069.59,516855.055,150,1030,,,,,,,JD9,18090.282,3163213.613,515528.597,250,2250,,,,,,,JD10,19483.523,3162622.904,514266.120,350,2400,,,,,,,JD11,21304.711,3161247.977,513049.522,200,1235,,,,,,,JD12,22642.893,3160642.585,511849.194,200,1700,,,,,,,JD13,23498.532,3160462.271,511010.105,90,1150,,,,,,,JD14,24503.681,3160104.619,510070.334,100,1260,,,,,,,JD15,25599.394,3159567.086,509115.084,200,1015,,,,,,,JD16,27211.972,3159340.666,507513.458,200,1030,,,,,,,JD17,28237.328,3159640.472,506524.711,200,1200,,,,,,,EP,29406.331,3159287.139,505386.602,,,,,,,,,格式说明:第一行为表头,必须存在;请注意逗号的数量,建议使用Microsoft Excel 编辑。