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FITWellington.​EstimatingTravelTime History

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23 April 2019 at 06:20 AM by John Rankin - refine caption
Changed lines 6-7 from:

Assuming remodelled streets, optimised for light rail, the journey would take about 22 minutes at peak times and 25 minutes off-peak.

to:

Assuming remodelled streets, optimized for light rail, the journey would take about 22 minutes at peak times and 25 minutes off-peak.

Changed lines 16-18 from:

The average dwell time at stops is 20 s.

to:

The average dwell time at stops is 20s.

Changed line 23 from:

▴ Time to travel 800m / © Greater Auckland
to:

▴ Time to travel 800m at different speeds / © Greater Auckland
22 April 2019 at 06:20 AM by John Rankin - add comma
Changed line 6 from:

Assuming remodelled streets optimised for light rail, the journey would take about 22 minutes at peak times and 25 minutes off-peak.

to:

Assuming remodelled streets, optimised for light rail, the journey would take about 22 minutes at peak times and 25 minutes off-peak.

22 April 2019 at 06:20 AM by John Rankin - note optimised performance
Changed lines 6-7 from:

The journey would take about 22 minutes at peak times and 25 minutes off-peak.

to:

Assuming remodelled streets optimised for light rail, the journey would take about 22 minutes at peak times and 25 minutes off-peak.

Changed lines 51-52 from:

This also yields an estimated travel time of 19 minutes.

to:

This also yields an estimated travel time of 19 minutes, at an average cruising speed of 43 kph.

Changed line 68 from:

To compute the distance travelled while accelerating and braking:

to:

To compute the distance travelled while accelerating and braking (and therefore the distance travelled at cruising speed):

20 April 2019 at 07:35 AM by John Rankin - qualify the approximations
Changed lines 25-26 from:

FIT assumes that Wellington will remodel streets the light rail vehicles run on, to maximize the cruising speed. This means in many cases removing lanes of traffic or parking, restricting turn movements, closing or redesigning intersections, and where possible, widening and improving the pedestrian footpaths. Stops will be located about every 800m, but in reality will be at convenient nodes or logical locations that best fit the fabric of the city.

to:

FIT assumes that Wellington will remodel all streets the light rail vehicles run on, to maximize the cruising speed. This means in many cases removing lanes of traffic or parking, restricting turn movements, closing or redesigning intersections, and where possible, widening and improving the pedestrian footpaths. Stops will be located about every 800m, but in reality will be at convenient nodes or logical locations that best fit the fabric of the city.

Changed lines 29-31 from:

This yields an estimated travel time of under 19 minutes.

to:

This yields an estimated travel time of under 19 minutes.

Changed lines 51-53 from:

This also yields an estimated travel time of 19 minutes.

During detailed route design it may be feasible to remodel the streets in a way that achieves higher cruising speeds than estimated and hence a shorter travel time. On the other hand, if Wellington decides not to optimize the streets for light rail, the travel time may be longer.

to:

This also yields an estimated travel time of 19 minutes.

During detailed route design it may be feasible to remodel the streets in a way that achieves higher cruising speeds than estimated and hence a shorter travel time. On the other hand, if Wellington decides not to optimize the streets for light rail, the travel time may be longer. A more accurate travel time estimate depends on route design detail not available at this time.

15 April 2019 at 03:26 PM by John Rankin - use fraction solidus
Changed line 74 from:

In a graph of speed ds / dt (y-axis) as a function of time (x-axis), the area under the curve is the distance travelled:

to:

In a graph of speed ds ∕ dt (y-axis) as a function of time (x-axis), the area under the curve is the distance travelled:

14 April 2019 at 06:27 PM by John Rankin - add ds/dt for speed
Changed line 74 from:

In a graph of speed dsdt (y-axis) as a function of time (x-axis), the area under the curve is the distance travelled:

to:

In a graph of speed ds / dt (y-axis) as a function of time (x-axis), the area under the curve is the distance travelled:

14 April 2019 at 06:18 PM by John Rankin - add ds/dt for speed
Changed line 74 from:

In a graph of speed (y-axis) as a function of time (x-axis), the area under the curve is the distance travelled:

to:

In a graph of speed dsdt (y-axis) as a function of time (x-axis), the area under the curve is the distance travelled:

14 April 2019 at 07:44 AM by John Rankin - add table head
Changed line 36 from:
to:
14 April 2019 at 07:42 AM by John Rankin - add area under the curve
Added lines 73-76:

In a graph of speed (y-axis) as a function of time (x-axis), the area under the curve is the distance travelled:

∫ ds = ∫ f(t) dt
12 April 2019 at 03:00 PM by John Rankin - adjust equation alignments
Changed lines 60-61 from:

v = v0 + a t

to:
v = v0 + a t
Changed lines 64-67 from:

s = s0 + v0t + ½ a t2

a = 0

to:
s = s0 + v0t + ½ a t2
a = 0
Changed line 70 from:

v2 = v02 + 2 a (ss0)

to:
v2 = v02 + 2 a (ss0)
12 April 2019 at 02:20 PM by John Rankin - adjust the total distance
Changed lines 10-11 from:

The trip is 9.5 km.

to:

The trip is 9.6 km.

Changed lines 34-35 from:

As a second approximation, we estimate the expected average cruising speed for each leg of the route.

to:

As a second approximation, we estimate the distance and expected average cruising speed for each leg of the route.

Changed line 47 from:
Sports CentreMiramar1.540.0
to:
Sports CentreMiramar1.640.0
12 April 2019 at 02:00 PM by John Rankin - add equations of motion
Added lines 54-72:

Equations of motion

To compute the time spent accelerating to and braking from the cruising speed:

v = v0 + a t

To compute the time spent at cruising speed between stops:

s = s0 + v0t + ½ a t2

a = 0

To compute the distance travelled while accelerating and braking:

v2 = v02 + 2 a (ss0)

Applying the equations of motion to compute the estimated travel time for a journey from the airport to railway station is left as an exercise for the reader.

11 April 2019 at 03:00 PM by John Rankin - word tweaks
Changed lines 51-53 from:

This also yields an estimated travel time of under 19 minutes.

It may be feasible during detailed route design to remodel the streets in a way that achieves higher cruising speeds than estimated and hence a shorter travel time. On the other hand, if Wellington decides not to optimize the streets for light rail, the travel time may be longer.

to:

This also yields an estimated travel time of 19 minutes.

During detailed route design it may be feasible to remodel the streets in a way that achieves higher cruising speeds than estimated and hence a shorter travel time. On the other hand, if Wellington decides not to optimize the streets for light rail, the travel time may be longer.

11 April 2019 at 02:37 PM by John Rankin - tweak table layout
Changed lines 38-39 from:
WRSFrank Kitts Park0.943.5
Frank Kitts ParkTe Aro Park0.650.0
to:
WRSFrank Kitts0.943.5
Frank KittsTe Aro Park0.650.0
11 April 2019 at 02:36 PM by John Rankin - add second approximation
Changed lines 23-26 from:

▴ Time to travel 800m / © Greater Auckland

FIT assumes that Wellington will remodel streets the light rail vehicles run on to maximize the cruising speed. This means in many cases removing lanes of traffic or parking, restricting turn movements, closing or redesigning intersections, and where possible, widening and improving the pedestrian footpaths. Stops will be located about every 800m, but in reality will be at convenient nodes or logical locations that best fit the fabric of the city.

to:

▴ Time to travel 800m / © Greater Auckland

FIT assumes that Wellington will remodel streets the light rail vehicles run on, to maximize the cruising speed. This means in many cases removing lanes of traffic or parking, restricting turn movements, closing or redesigning intersections, and where possible, widening and improving the pedestrian footpaths. Stops will be located about every 800m, but in reality will be at convenient nodes or logical locations that best fit the fabric of the city.

Changed lines 34-53 from:

As a second approximation, we can estimate the expected average cruising speed for each leg of the route.

to:

As a second approximation, we estimate the expected average cruising speed for each leg of the route.

FromToDistance kmCruise speed kph
WRSFrank Kitts Park0.943.5
Frank Kitts ParkTe Aro Park0.650.0
Te Aro ParkPukeahu0.950.0
PukeahuKing Street0.640.0
King StreetHospital0.650.0
HospitalNewtown0.737.5
NewtownZoo0.740.0
ZooKilbirnie0.960.0
KilbirnieSports Centre0.640.0
Sports CentreMiramar1.540.0
MiramarAirport1.540.0

This also yields an estimated travel time of under 19 minutes.

It may be feasible during detailed route design to remodel the streets in a way that achieves higher cruising speeds than estimated and hence a shorter travel time. On the other hand, if Wellington decides not to optimize the streets for light rail, the travel time may be longer.

11 April 2019 at 02:10 PM by John Rankin - draft analysis of travel time
Added lines 1-34:

How long would a trip from the airport to the railway station take?

Cutting to the chase

The journey would take about 22 minutes at peak times and 25 minutes off-peak.

The estimated travel time is 19 minutes, plus on average 3 minutes’ waiting at peak times or 6 minutes’ waiting off-peak.

The trip is 9.5 km.

The vehicle acceleration rate is 1.0 m/s2.

The vehicle braking rate is −1.0 m/s2.

The average dwell time at stops is 20 s.

First approximation

The average cruising speed has a big influence on the travel time. The time to travel 800m between stops is about 65s at 60 kph, 72s at 50 kph, and 83s at 40 kph. For light rail running on-street, cities invest in remodelling the street to allow cruising speeds of 50 kph or more, where it is practical to do so.


▴ Time to travel 800m / © Greater Auckland

FIT assumes that Wellington will remodel streets the light rail vehicles run on to maximize the cruising speed. This means in many cases removing lanes of traffic or parking, restricting turn movements, closing or redesigning intersections, and where possible, widening and improving the pedestrian footpaths. Stops will be located about every 800m, but in reality will be at convenient nodes or logical locations that best fit the fabric of the city.

As a first approximation, assume Wellington will remodel the streets so that light rail can achieve an average cruising speed of 50 kph for half the line length and 40 kph for the other half. That is, the overall average cruising speed is 44 kph.

This yields an estimated travel time of under 19 minutes.

Second approximation

As a second approximation, we can estimate the expected average cruising speed for each leg of the route.

Page last modified 23 April 2019 at 06:20 AM