International Archives of the Photogramme 
try, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B4. Istanbul 2004 
Un 
E 
SN 
= — (0.007 F+0.0F,+0.961F,+ 0.019 F, + 0.013F,) 
1 
Winter — tourism traveling: in this cost model 
(formula 6) since this is a tourism traveling the 
sightseeing attraction (F2) and traffic criteria (F3) are 
Fir = (0.195 F+0234F +0.214F + 0.179F + 0.179F,) 6 
the most important criteria and the weather condition 
criterion (F1) has relatively high importance. 
WT 
i 
Winter — none tourism traveling: the traffic criterion 
is the most important factor (F3) while the granted 
ES — (0.040 F+0.0F,+0.901F,+0.032F,+0.027F,) 7 
WNT 
i 
value to the sightseeing attraction factor is "0" since it 
has no importance for the user. 
Second levels this general formula and tables for 
e Second level Modeling: After the paired 
cost model is achieved (Table 3). 
comparison of criteria in four different statuses in 
Table (3): The cost modeling of sub-criteria. 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Tables and Formulas of Sub Criteria Criteria 
Table of Weather's Sub-Criteria in summer. F 
Cold Moderate Dry & Warm & Dry & Desert 1 
Cold Humid Warm hi gs 
0.378 0.275 0.128 0.096 0.079 0.045 M d T CT 
.riferia 
Table of Weather's Sub-Criteria in winter. 
Cold Moderate Dry & Warm & Dry & Desert 
Cold Humid Warm 
0.029 0.308 0.301 0.231 0.049 0.083 
Level of service for traffic criteria F 
Levelofservice | A B C D E a 3 
Fraffic Criteria 
| | Coefficients 0.505 0.267 0.127 0.074 0.027 
  
  
  
  
  
  
  
  
  
X 
F4 
F4 — (0.088.X4 -- 0.088X2 0.033. 3 4 0.406. 4 0.298 Xs + 0.069.X q + 0.017.X7) 
X;police, X» Like highway petrol centers , X; village and city points » X4 side-road parking lots Xs. 
car service centers ; X, medical treatment services, X7 telecommunication centers. 
Safety Criteria 
  
W| public service centers: W» terminals «Wj fuel stations, 
FS 
Facilities Criteria 
Fs 2 (0.1344 4 0.093W^ - 0.773W. ) 
5 1 2 3 
  
  
  
method. To implement the sub criteria two different 
phenomena could be considered. The first one 
includes the sub criteria of two main criteria of traffic 
and weather condition that both have integrated and 
none differentiable effect zone for example the 
temperate weather condition and or service level A. 
The second one includes the sub criteria of three main 
criteria of security, tourism, and facilities that all have 
multiple and none differentiable effect zones. For 
example the sub criterion of Police, which is divided 
into two effect zones of useful and useless. For the 
second phenomenon there are three methods of 
differentiating the effect zones, buffering method, 
average quantity of kilometers and the special method. 
The effect zone of each sub criterion is determined 
4- Cost Model Test: 
In this section the above-developed models are to be 
tested. So first of all we should specify the route, 
which we want to test the cost model on, and then we 
will precede to select optimum route through 
application of the cost model and evaluate the result 
against the reality. 
5- Implementation in the GIS environment: 
To modulate the sub criteria, first of all the method of 
implementation should be determined so that from the 
resulting answers, the effect zone of each criterion 
could be achieved so the dual comparison of each 
zone, as an element, could be possible through AHP 
1276 
  
  
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Table (4) 
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