International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B2. Istanbul 2004 
  
Internat 
X=x,+hkx~-0y In this paper, the parameters obtained by Affine 
x y- 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
(1) Transformation was named “High-Accuracy Regional 5 2 : 
V=y,+0x+ky Parameter HARP (HARP)”. HARP was calculated by using e. 
Affine Transformation equation (1) and three coordinates of A, 92 M 
where B and C in Table 1. Point No.3 and No.12 did not use to the : C 
(X, y): coordinates of Tokyo Datum calculation, because of the accuracy was no good. Verification fre 
(X, y): coordinates of JGD2000 method shows in No.l of Table2 and No.2 of Table3 Which i 
(Xo, yo): parallel transformation respectively. Each results of conversion, parameters and Standard. 
k :scale, k, : scale of X axis, k, : scale of Y axis standard deviation are shown in Table 2 and Table 3. S S) 
0 : rotation, 0, : rotation of X axis, 0, : rotation of Y axis ll comparing 
Table 2. The calculated result of the verification for No.1 Unit: m As 3 TC: 
No Conversion result GPS Positioning data Differences standard d 
X y X y dx dy 0.1-0.2mn 
1 61413.909 -49761.004 61413.908 -49761.010 0.001 0.006 than No.2 
2 61474.445 -49823.552 61474.453 -49823.565 -0.008 0.013 PC « 
3 61517.264 -50021.507 61517.261 -50021.494 0.003 -0.013 dtd 
4 61627.227 -50049.098 61627.229 -50049.113 -0.002 0.015 
5 61459.876 -49911.022 61459.873 -49911.022 0.003 0.000 4.3 The 
6 61702.342 -50061.066 61702.338 -50061.065 0.004 -0.001 Transion 
7 61754.759 -50059.723 61754.765 -50059.735 -0.006 0.012 Local g 
8 61636.367 -49963.754 61636.367 -49963.741 0.000 -0.013 scale (300 
9 61533.867 -49859.628 61533.872 -49859.625 -0.005 -0.003 are d 
10 | 61617.324 -49849.573 61617.316 -49849.568 0.008 -0.005 ERU 
11 61575.731 -49877.605 61575.730 -49877.595 0.001 -0.010 appropriat 
12 61662.987 -50025.212 61662.986 -50025.209 0.001 -0.003 HARP y 
number at 
HARP Figure : 
Parallel transfer to the x direction (m) 358.654076653 SIRE 
Parallel transfer to the y direction (m) -268.674327282 STD (m) OX oy was calcu 
Scale of the x axis 0.999945729 0.00457 | 0.00980 which wa 
Scale of the y axis 0.999895301 deviation 
Rotation of the x axis -0.289866638 
Rotation of the y axis 0.597025547 
Number 
Table 3. The calculated result of the verification for No.2 Unit: m A 
No Conversion result GPS Positioning data Differences [ '4po 
X y X y dx dy 4 pc 
l 61413.909 -49761.003 61413.908 -49761.010 0.001 0.007 6 pa 
2 61474.445 -49823.552 61474.453 -49823.565 -0.008 0.013 6 pc 
3 61517.264 -50021.507 61517.261 -50021.494 0.003 -0.013 [orn 
4 61627.226 -50049.098 61627.229 -50049.113 -0.003 0.015 S 
5 61459.876 -49911.022 61459.873 -49911.022 0.003 0.000 
6 61702.342 -50061.066 61702.338 -50061.065 0.004 -0.001 ps Se 
7 61754.759 -50059.723 61754.765 -50059.735 -0.006 0.012 8 po 
8 61636.367 -49963.754 61636.367 -49963.741 0.000 -0.013 I0 p 
9 61533.867 -49859.628 61533.872 -49859.625 -0.005 -0.003 10 p 
10 61617.324 -49849.573 61617.316 -49849.568 0.008 -0.005 
B 61575731 -49877.605 61575.730 -49877.595 0.001 -0.010 
12 61662.987 -50025.212 61662.986 -50025.209 0.001 -0.003 As a re 
the x-cooi 
HARP Comes 
Parallel transfer to the x direction (m) 11.912915697 as e 
Parallel transfer to the y direction (m) 0.439809339 STD (m) Ox oy points at | 
Scale of the x axis 0.999960459 0.00462 | 0.00986 2.6cm , a 
Scale of the y axis 0.999901826 deviation 
Rotation of the x axis -0.305657027 E EN 
Rotation of the y axis 0.683326360 
  
  
  
  
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