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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 the travel potential with the attraction of that destination.
where:
- i = index of origin zones
- j = index of destination zones
- f(dij) = decreasing function (so that nearer or less expensive places are weighted no less than farther or more expensive places) of generalized travel costs, aka 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 \(P_{ij}\) of being chosen by a random walker at node \(i\) with \(\sum\limits_{j} {P_{ij}} = 1\) for each \(i\), a random walker starting at node \(i\) with probability state vector \(\pi_{0}\) with \(\pi_{i0}\) indicating the probability of the walker being in node \(i\) at stage 0, will in stage \(t\) (i.e. after \(t\) steps) be in node \(j\) with probability \(\left(P^t \cdot \pi_{0}\right)_j\), which converges to a stationary markov distribution which is independent of the starting state for a fully connected network. This stationary distribution can be considered as a measure of centrality for a connected set of nodes.
See also: Markov chains on wikipedia or here
If a network has \(n\) nodes with an average of \(k\) outgoing links, and having distribution \(\pi_{it}\), calculating \(\pi_{j,t+1} := \sum\limits_{i} {P_{ij} \cdot \pi_{it}}\) can be done easily with a simple array lookup(index), multiplication and partitioned summation in \(O\left(nk\right)\) time.
attribute
link_probability(link) := 1.0 / float64(
pcount
(link_F1); // P_ij
attribute
node_probability_0(node)):= 1.0 / pcount(node);
attribute
node_probability_1(node)e:= sum( node_probabilty_0[ link_F1 ] * link_probability, link_F2);
By applying the last line iteratively, we can calculate pi**t iteratively with for_each t.
...
unit
t: nrofrows = 100 { attribute
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