感谢24楼留言,全站仪在要求输入点号只要输入一次*z1或*y1时,以后其会自动累加编号,不需再逐一输入,所以输入点号此问题应该不是很麻烦。 考虑到在按顺序测断面时,如遇到某断面因障碍物无法测完时,在搬站继续测量时,采用*bz或*by进行补测(注意此时的桩号应是与中桩号的接近值,以示此位置有补测数据。不能直接用中桩号,否则分组数据会出错),补测的第一点应该是遇障碍物时最后测量的那个点位置,然后依次.....,例如以下数据:
;;;27+160,,-3.703,15.755,-6.381 ;;;27+160z1,,-18.051,14.171,-19.130 ;;;27+160z2,,-23.300,14.927,-23.289 ;;;27+160z3,,-29.214,16.079,-27.819 ;;;27+160z4,,-35.448,15.128,-32.658 ;;;27+160z5,,-39.780,13.576,-36.099 ;;;27+160z6,,-44.990,13.926,-40.581 ;;;27+160z7,,-52.235,15.477,-47.235 ;;;27+160z8,,-61.905,7.938,-55.448 ;;;27+160y1,,-1.426,15.672,-4.307 ;;;27+160y2,,0.933,15.925,-2.504 ;;;27+160y3,,4.213,15.745,0.922 ;;;27+160y4,,11.855,15.229,1.227 ;;;27+160y5,,12.913,15.395,1.298 ;;;27+160y6,,24.552,17.984,14.065 ;;;27+160y7,,30.605,17.605,21.003 ;;;27+161by,,29.785,-48.210,19.139 ;27+161by代表27+160中桩补测右断面 ;;;27+161by1,,31.244,-48.073,19.440 ;27+161它是与27+160的接近值,此处不能直接用27+160 ;;;27+161by2,,36.701,-47.261,20.950 ;;;27+161by3,,37.457,-47.583,22.234 ;;;27+161by4,,42.605,-49.087,23.511 ;;;27+161by5,,44.652,-49.459,25.085 ;;;27+161by6,,46.342,-50.484,25.400 ;;;27+162bz,,-35.448,15.128,-32.658 ;与右类同 ;;;27+162bz1,,-39.780,13.576,-36.099 ;;;27+162bz2,,-44.990,13.926,-40.581 ;;;27+162bz3,,-52.235,15.477,-47.235 ;;;27+162bz4,,-61.905,7.938,-55.448
如果测量时不能保证断面数据信息全部或多数用全站仪记录的话,还要现场记录并且回来后数据整理工作量较大,那也就失去了此测量方法的意义了。 |