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Hi Nikon Forum,
My surveyor sent me a raw data downloaded from Niko DTN-352 Version "Nikon RAW data format V2.00". The raw data are obtained from traverse measurement with repetitive angle and slope distance accordingly. below, I copy some data :
MP,1,,9617281.0680,806601.0290,89.8830,PC119
MP,2,,9617229.1190,806546.9520,81.9460,PC120
CO,Temp:11C Press:760mmHg Prism:30 09-Oct-2012 09:53:20
ST,2,,1,,1.6090,46.08593,46.08590
F1,1,1.6690,75.4120,0.00000,83.54530,09:53:20
SS,6,1.6690,75.4110,46.08590,83.54540,09:53:29,PC119
SS,68,1.6690,75.4110,226.09000,276.05150,11:13:39,PC119
SS,69,1.5190,198.2930,301.47060,90.30020,11:14:10,PC121
SS,70,1.5190,198.2940,121.47040,269.30010,11:14:32,PC121
SS,71,1.6690,75.4110,46.08570,83.54520,11:14:59,PC119
SS,72,1.6690,75.4110,226.08560,276.05120,11:15:25,PC119
SS,73,1.5190,198.2950,301.47040,90.30020,11:15:54,PC121
SS,74,1.5190,198.2950,121.47090,269.30070,11:16:17,PC121
After couple side shots, surveyor measured repetitive distance on traverse points PC119 and PC121 with the following order :
1. shot "direct" @PC119 >> shot "inverse" @PC119
2. shot "inverse" @PC121 shot "direct" @PC121
3. shot "direct" @PC119 >> shot "inverse" @PC119
4. shot "inverse" @PC121 shot "direct" @PC121
Questions:
1. How to set point number on SS @PC119 is always recorded as pntNo# 1 and @PC121 as pntNo# 69 on field (inputted in Total Station)? usually, i edit on "transit editor" manually.
2. How to set or method of measurement using Nikon total station in order to while exporting nikon raw data to fieldbook (autodesk survey format) will get the following format:
UNIT METER DMS
HORIZ AZIMUTH
SCALE FACTOR 1.000
CR ON
VERT ANGLE ZENITH
NEZ 1 9617281.0680 806601.0290 89.8830 "PC119"
NEZ 2 9617229.1190 806546.9520 81.9460 "PC120"
STN 2 1.6090 "PC120"
BS 1 46.0859
PRISM 1.6690
FC1 VA 1 46.0859 75.4110 83.5454 "PC119"
FC2 VA 1 226.0900 75.4110 276.0515 "PC119"
PRISM 1.5190
FC2 VA 69 301.4706 198.2930 90.3002 "PC121"
FC1 VA 69 121.4704 198.2940 269.3001 "PC121"
PRISM 1.6690
FC1 VA 1 46.0857 75.4110 83.5452 "PC119"
FC2 VA 1 226.0856 75.4110 276.0512 "PC119"
PRISM 1.5190
FC2 VA 69 301.4704 198.2950 90.3002 "PC121"
FC1 VA 69 121.4709 198.2950 269.3007 "PC121"
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Replies
LEVEL Tertiary
REMARK "Nikon RAW data format V2.00"
REMARK "Dist Units: Metres"
REMARK "Angle Units: Degrees"
REMARK "Zero azimuth: North"
REMARK "Zero VA: Zenith"
REMARK "Coord Order: NEZ"
REMARK "HA Raw data: Azimuth"
REMARK "Sea Level Adjustment: Off"
REMARK "Scale Adjustment: Off"
REMARK "Scale Factor: 1.00000000"
REMARK "C & R Adjustment: On"
REMARK "C & R Coefficient: 0.1320"
REMARK 121009YU
REMARK Description:
REMARK Client:
REMARK Comments:
REMARK "Downloaded 09-Oct-2012 17:34:23"
REMARK "Software: Pre-install version: 1.22"
REMARK "Instrument: Nikon DTM-352"
REMARK "Tilt Correction: VA:ON HA:ON"
REMARK "121009YU <JOB> Created 09-Oct-2012 09:44:06"
REMARK S/N:018889
STATIONINFO 1 DESCRIPTION PC119 EASTING 806601.029 NORTHING 9617281.068 ELEVATION 89.883
STATIONINFO 2 DESCRIPTION PC120 EASTING 806546.952 NORTHING 9617229.119 ELEVATION 81.946
REMARK "Temp:11C Press:760mmHg Prism:30 09-Oct-2012 09:53:20"
OCCUPIEDSTATION 2 INSTRUMENT 1.609 DESCRIPTION PC120 EASTING 806546.952 NORTHING 9617229.119 ELEVATION 81.946
REFSTATION 1 HA 46°08'59" DESCRIPTION PC119 EASTING 806601.029 NORTHING 9617281.068 ELEVATION 89.883
SIDESHOT 6 HA 46°08'59" VA 83°54'54" SLOPE 75.411 TARGET 1.669 DESCRIPTION PC119
SIDESHOT 68 HA 226°09'00" VA 276°05'15" SLOPE 75.411 DESCRIPTION PC119
REFSTATION 69 HA 301°47'06" VA 90°30'02" SLOPE 198.293 TARGET 1.519 DESCRIPTION PC121
REFSTATION 70 HA 121°47'04" VA 269°30'01" SLOPE 198.294 TARGET 1.519 DESCRIPTION PC121
REFSTATION 71 HA 46°08'57" VA 83°54'52" SLOPE 75.411 TARGET 1.669 DESCRIPTION PC119
REFSTATION 72 HA 226°08'56" VA 276°05'12" SLOPE 75.411 TARGET 1.669 DESCRIPTION PC119
REFSTATION 73 HA 301°47'04" VA 90°30'02" SLOPE 198.295 TARGET 1.519 DESCRIPTION PC121
REFSTATION 74 HA 121°47'09" VA 269°30'07" SLOPE 198.295 TARGET 1.519 DESCRIPTION PC121
Mr. Zainul !
I have try to download your file.trn with terra model software like above, but for sharing your question no.1, before your Surveyor save data after measurement, must be change the point shoot with no.1 for @PC119, also with another, I have used Nikon Nivo 2M almost 2 years.
Salam kenal,
Iyep Alamsyah
Thanks for sharing Kang Iyep & salam kenal juga,
Before surveyor carried out traverse measurement, i had instructed to input point number manually on Total Station rather than accept the automatic incremental point number. After surveyor finished and data were downloaded, there were no duplicate points as expected. The raw data replace the point no duplicate them.
Since then, i suggest surveyor to accept automatic numbering off course consequently i have to edit manually before further processing in civil 3D for traverse analysis and adjustment.
terimakasih
-zainul-