-
Notifications
You must be signed in to change notification settings - Fork 1
Accessibility
Accessibility is a key factor in the attractiveness of locations for Land Use Allocation. A highly accessible location is well connected to other locations that are relevant for a specified purpose or set of purposes.
Accessibility of a location can be defined as an aggregation of Attraction Potentials of destinations. Aggregation can be done by summation (1-norm if all attractions add up), or taking the maximum (+INF norm if only the best accessibility counts) or something in between. See also Minkowski distance and p-norms.
The attraction potential for an origin-destination relation is defined by the combination of the travel potential with the attraction of that destination.
$p_{ij} := f(d_{ij}) $ $pot_{ij} := Attraction_{j} \cdot p_{ij}$ $Accessibility_{i} := \sum \limits_{j} { pot_{ij}} $
where:
-
$i$ = index of origin zones -
$j$ = index of destination zones -
$f(d_{ij})$ = decreasing function (so that nearer or less expensive places are weighted no less than farther or more expensive places) of generalized travel costs, also known as the impedance.
A distance decay function defines the relation between travel impedance di**j and travel potential pi**j. The distance decay function must be decreasing. Travel Potential can be calculated with the GeoDMS from travel impedance tables.
Examples of used distance decay functions are:
- inverse: d → 1/d = d−1
- inverse squared: d → 1/d2 = d−2
- Power-b: d → d−b
- cut-off: d → if d < dmax then 1 else 0
- Log-logistic [d in minutes travel time]:
d → 1/(1+ea + b ln d) = 1/(1+eadb) = e−ad−b/(e−ad−b+e0d0)
- with a = − 6.899 and b = 2.326 for potential to jobs and employees, see Geurs & van Eck, 2001
The Travel Impedance of an origin-destination relation is the cost, time or distance (or a combination thereof) of travelling. It can be specific for one travel-mode but can also represent a combination of travel-modes.
Travel Impedance can be calculated with the GeoDMS:
- as the crow flies (Eucledian distance)
- over a road network, using graph theory, for different road users like
- cars
- bicycles
- pedestrians
- public transport
- through the air
- over water
Depending on the required accessibility measure (e.g. based on distance, time, travel costs), different GeoDMS accessibility and travel impedance functions can be applied. The time of day/year can also be relevant for travel impedance and accessibility, examples:
- How congestion in the Netherlands influences travel times during the day
- The effect of historical railroad construction on traveltimes in the Netherlands
- Surinam's New Infrastructure.
When an outgoing link of node i to node j has a probability Pij of being chosen by a random walker at node i with
See also: Markov chains on wikipedia or here
If a network has n nodes with an average of k outgoing links, and having distribution πit, calculating
attribute<float64> link_probability (link) := 1.0 / float64(pcount(link_F1));// P_ij attribute<float64> node_probability_0 (node) := 1.0 / pcount(node); attribute<float64> node_probability_1 (node) := sum(node_probabilty_0[link_F1] * link_probability, link_F2);
By applying the last line iteratively, we can calculate pit iteratively with for_each t.
... unit<uint32> t: nrofrows = 100 { attribute<string> name := 't' + string(id(t)); } container iteration := for_each_nedv(t/name, sum(' + MakeDefined (t/name[ID(iter)-1], 'node_probability_0') + '[link_F1] * link_probability, link_F2)' , node , float64);
Accessibility modelling documentation