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Using EMME/2 in

environmental studies in the

Czech Republic

Mgr. Jiří Dufek, Mgr. Ivo Dostál

[email protected], [email protected]

Centrum dopravního výzkumu

(Transport Research Centre)

(2)

Introduction

- only one licence in the Czech Republic

- one year experience in urban transport modeling of Brno city and Zlin town will be presented

- pioneer approach: no EMME/2 in Czechia before

- distributors are from Hungary (completely different language) - we learn ourselves (no courses in Europe)

(3)

Brno city model

Description of city:

- 2nd largest city in the Czech republic - approximately 380 000 inhabitants

- relatively well developed public transport system (run by local government owned company DPmB)

(4)

Brno city model -modes

(5)

Brno city model – public transport

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Brno city model - functions

Used functions:

t functions init

a fd1 =(length * 60 / el1 / 100) * (1 + ((volau + volad) / (lanes * el2 )) ^ 5) a ft1 =length * 60 / (speed * 100)

a ft2 =length * 60 * 1.8 / (speed * 100) a fp1 =.1

a fp2 =.2

e1=ul1= free flow link speed

e2 = @lacap = estimation of a link capacity (depending on link type)

- the only 1 volume – delay (BPR function) - 2 transit time functions: ft2 in centre core

- 2 simple turn – penalty functions – only penalization without the dependence on turn volumes

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Brno city model - network

Network:

- 199 centroids, 1814 regular nodes, more 6000 links, 113 intersections and 57 transit lines,

- centroids = specific zones created by an overlapping of the zones of traffic research and urban zones

-ui1, ui2, ui3 = numbers of individual urbanistic zones are described in each centroid,

-only 1 scenario is done up to now,

-Xi and Yi are in the S-JTSK projection (used in Central Europe),

-Xi and Yi are in meters = ling length in meters (or 10-meters, 100-meters ...) – recalculation with 2.41 module

(8)

Brno city model – auto network

Auto network:

 Red links = main roads Green links = local roads

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Brno city model - network

Network:

- The links are classified with the help of link type. The link type corresponds approximately to free flow speed, which is input as user link data 1 (ul1) as in Table 1.

----1

pedestrian links (in parks, public green space ...)

20 - 30 2 - 3

local adjoining roads

30 - 40 3 - 4

local main roads

40 4

linear roads from/to center - minor

50 5

linear roads from/to center - main

50 - 60 5 - 6

Small City Circle (inner)

60 - 80 6 - 8

Big City Circle (outer)

80 8

1st class roads outside the city

100 10

express roads (R52)

110 11

motorways D1 (Brno - Prague) and D2 (Brno - Bratislava, Slovak Republic) ul 1 (speed in km/h) Link type Road type

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Brno city model – transit network

Transit network:

- 13 tram 11 trolleybus and 33 bus lines

 - trams in centre delayed due to high density and sharing the road with cars: ttf = 2

tram lines with background transit network

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Brno city model – transit network

Transit network:

- trolleybuses and buses used for the connection of the centre and housing zones

 - node labels are used for transit stops names

lines in centre with node labels - transit stop names

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Brno city model – matrices

Auto demand matrix: mf1

- has been created from traffic research and modified - modification in order to have the batch input format

- updating: new centroids = new shopping centers, data from population census (2001)

Transit demand matrix: mf2

- calculated from mf 1 (resp. mo1 and md1) according to modal split (no modal split model used)

- averaged modal split in Brno : 45 % auto, 55 % public transit - vary from 30:70 (centre) to about 80:20 (suburb)

- created by matrix balancing, with the help of mo, md and unit matrix (default=1) or exponential function of travel time (examples in the EMME/2 manual)

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Brno city model – matrices

Auto and transit travel time matrices

- obtained from the fixed demand auto and transit assignment

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Brno city model – auto assignment

Auto assignment:

- standard equilibrium auto assignment

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Brno city model – NOx emissions

Emission calculation (using the module 2.41)

- NOx emission factors per a vehicle (g/km) in extra attribute @efnox - @efnox depends on the delayed speed: ul2: (ul2=length*60/timau) - NOx emission (ul3) = @int * @efnox

NOx emission factors of passenger cars (from database of Czech vehicles – mainly Skoda) 1.3895 < 10 1.8347 > 110 1.1398 90 – 109.9 0.8611 70 – 89.9 0.8156 50 – 69.9 0.9055 30 – 49.9 0.9577 10 - 29.9 NOx (@efnox) [g/km] Delayed speed (ul2)

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Brno city model – NOx emissions

Results of NOx emissions calculation

A screenshot of auto links with NOx emissions

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Brno city model – transit assignment

Fixed demand transit assignment

- done for the future modeling of the planned actions in Brno: Park and Ride, shift of Central Railway station, etc ..

- fixed demand transit assignment = transit volumes of individual lines and segments, wait time factor = 0.5

- weights for perceived individual component of travel time are estimated = 1, except pedestrian

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Brno city model – transit assignment

Fixed demand transit assignment results

All transit lines and nodes with daily boarding > 20000

There is a plan to shift the Central Railway Station on the south (?)

- the most of people travel in western part of the inner ring – more 130 thousands per a day

- the Central Railway Station is a stop with most of people boarding and alighting – more than 65 thousands per a day ()

(19)

Brno city model – transit assignment

Auxiliary transit assignment results

initial boarding (violet) transfer boarding (yellow)

- pedestrian traffic in northern part of city centre

(20)

Brno city model – transit assignment

Auxiliary transit assignment results

initial boarding (violet) transfer boarding (yellow)

- pedestrian traffic in southern part of city centre

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Brno city model – verification

Verification of the results

- very long process … (first assigments were totally wrong …)

- results of National Traffic Census are available in Brno city but only for the motorways and 1st class roads

- approaching to the observed volumes = repeating the process many times (modification of inputs, repeated asignments)

- public transport: some data about boarding and alighting in Central Railway Station and in surrounding were available.

- which inputs had to be modified ? Almost all: VDF, TPF, TTF, speed (ul1), estimation of capacity (@lacap) …

(22)

Zlin town model

Introduction

- Zlin is home town of shoemaker Tomas Bata

- the goal of the modeling = evaluation of an impact of planned roads - predict the changes in traffic, which should come with the

construction of new roads

- the model does not involve public transport until now, even though the public transport is well developed in this town

- 2 scenarios are dome: present state anf the future state, after supposed 2 new planned roads: „Right Shore“ road and

- 42 centroids, 175 regular nodes, 592 links and 4 intersections

- nodes and centroids are in the S-JTSK coordinate system (like in Brno city

(23)

Zlin town model – present situation

Scenario 1

- the town shape is very extended in east - west direction

- one big avenue with heavy traffic burden and a lot of congestions is the horizontal hub of the town

- many houses are situated close to this noisy and dusty road.

Assigned volumes in Scenario 1 - present state

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Zlin town model – present situation

Scenario 1

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Zlin town model – present situation

Emissions of carbon dioxide (CO2)

- traffic volumes in both scenarios were used for the calculation of carbon dioxide (CO2) emissions from transport

- share of light and heavy duty vehicles and buses is 5-7 % on main road and only about 1-2 % in local road

- share of buses has been estimated according to public transport timetables 216.1 t o t a l 11.4 buses 35.0 heavy duty vehicles

22.4 light duty vehicles

147.2 passenger cars

Daily emission of CO2 [tonnes]

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Zlin town model – traffic prediction

Scenario 2

-Assignment of the same matrix on the network with planned roads - efficiency of 2 planned roads: express road "Right Shore" and connection "Prstenska".

„Right Shore

Road“

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Zlin town model – traffic prediction

Scenario 2

(28)

Conclusions

Brno city

-transport modeling should be an important part of environmental impact assessment especially in Brno city,

-planned actions in Brno are: planned shift of Central Railway Station, finalization of the Big City Circle, building of parking houses and its best location, Park and Ride system,

-the model should help to evaluate all possible scenarios and optimal strategy,

- more scenarios for Brno model are planned,

- more advanced modeling techiques (modal split, generalised costs, multiclass and variable demand assignment, etc..

(29)

Conclusions – planned work

Zlin town

-The public transit will be add to the databank

Other models (national, regional)

-The national model is in the beginning (network)

-Regional models with a help of coding of national model subnetwork -Intercity matrix = help of population census 2001

(30)

Contact

Centrum dopravního výzkumu

(Transport Research Centre)

Líšenská 33a, 602 00 Brno

Czech Republic

Section of Environment

Křižíkova 70, 612 00 Brno

Czech Republic

Telephone: (+420) 541 633 717

Fax: (+420) 541 633 742

References

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