Skip to main content

University of Guelph HomeHome

Search Type
Menu Search

Secondary menu

  • CSAHS
  • Awards
  • Academics
  • Alumni & Friends
  • Research

CSAHS

Navigation
Geography - Applied Geomatics (GEOG*4480*w18)
  • GEOG*4480
  • Geography
  • Login

You are here

Home

Objective 4: To apply models to North-Western Ontario to determine an overview of the most suitable UAV launch site and transportation route in relation to the Trans-Canada Highway in Thunder Bay.

The multi-criteria evaluation and least-cost pathway analysis are applied to North-Western Ontario to determine the most suitable UAV launch site and access route through the application and reclassification of factors identified in literature, explained in objective 1, and outlined in Table 4.1. Further, determination of the specific weights assigned to criteria in this model are outlined in Table 4.2 with the final weights given in Table 4.3. 

Table 4.1 Summary of criteria and implementation in MCE and LCP model. 

Component of Analysis: MCE Constraints Classification
  Residential area  exclusion zone including buffer of 1000m 
   Rivers  exclusion zone
   Slope  >15 degrees exclusion zone
   Roads  exclusion zone
  Evaluation Criteria  
 

Land cover layer:

 Classifications other than those described below considered suitable and givene value of 100

      Wetlands  value 0
      Protected Areas  value 0
      Lakes  value 0
      Dense Forest intermediate value 50
  Distance from Thunder Bay multiple geodesic buffers standardized on scale of 0 to 100 with values descending with movement away from Thunder Bay
  Distance from Remote Communities multiple geodesic buffers standardized on scale of 0 to 100 with values descending with movement away from remote communities
  Distance from Roads multiple geodesic buffers standardized on scale of 0 to 100 with values descending with movement away from main highways 11, 17, 529, & 599
Component of Analysis: LCP    
  Landcover Layer:  Classifications in land cover layer other than those described below considered suitable and given cost of 1
      Forest  cost of 50 (allowed but preferred to     avoid)
      Wetland  cost of 7637 (determined by finding amount of cells on diagonal of map extent to create absolute barrier) 
      Residential Area  cost of 7637 (cannot build)
      Lakes  cost of 7637  (cannot build)
  Rivers  cost of 7637  (cannot build)
  Roads  cost of 0 (already built)
  Slope  from 0 to 5 degrees, 1; from 5 to 10 degrees, 20; from 10-15 degrees, 40; and greater than 15 degrees, 7637 (Bell et al, 2002)

Table 4.2 Pairwise Comparison Matrix

  Land Cover Slope Proximity to Preexisting Infrastructure Proximity to Thunder Bay Proximity to Remote Communities
Land Cover 1 1 1/5 1/5 1/3
Slope 1 1 1/5 1/5 1/3
Proximity to Preexisting Infrastructure 5 5 1 3 3
Proximity to Thunder Bay 5 5 1/3 1 3
Proximity to Remote Communities 3 3 1/3 1/3 1

Table 4.3 Relative Weights

  Land Cover Slope Proximity to Preexisting Infrastructure Proximity to Thunder Bay Proximity to Remote Communities TOTAL
Land Cover 0.07 0.07 0.09 0.04 0.04 0.07
Slope 0.07 0.07 0.09 0.04 0.04 0.07
Proximity to Preexisting Infrastructure 0.33 0.33 0.49 0.63 0.39 0.43
Proximity to Thunder Bay 0.33 0.33 0.16 0.21 0.39 0.28
Proximity to Remote Communities 0.2 0.2 0.16 0.07 0.13 0.15
Sum 1 1 1 1 1 1
 

Factors outlined in Table 4.1 are then applied to the MCE as outlined in Figure 4.1 to determine the most suitable site for a UAV launch port to service remote communities out of Thunder Bay. As well, Figure 4.2 shows how the variables from Table 4.1 are applied to the LCP to identify the least-cost path to connect the UAV launch port to Thunder Bay for transportation of goods to the UAV launch port for flight to remote communities.

 

Figure 4.1 Overview of Multi-Criteria Evaluation

Multiple suitable sites fit the area requirements. So, to determine the best site, the LCP analysis was actually applied to all three sites that were the outcome of the MCE to determine which one had the least cost to connect to Thunder Bay via pre-existing roads.  This was then chosen as the most suitable site. 

 

Figure 3. Overview of Least Cost Pathway

Research Approach
Powered by CCS