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ROAD SAFETY 2014 India is at first place in world’s ranking for road fatalities. A general revision of road design standards and practices has to be adopted, while detailed plans must improve the situation of the most dangerous roads and junctions in our cities.

Mumbai road safety

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India is at first place in world’s ranking for road fatalities. A general revision of road design standards and practices has to be adopted, while detailed plans must improve the situation of the most dangerous roads and junctions in our cities.

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Page 1: Mumbai road safety

road safety

2014 India is at first place in world’s ranking for road fatalities. A general revision of road design standards and practices has to be adopted, while detailed plans must improve the situation of the most dangerous roads and junctions in our cities.

Page 2: Mumbai road safety

1. critical issue

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FACT

IndIA regIsTers hIghesT number oF roAd FATAlITIes In The world.

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Tags: National Crime Records Bureau | accidental deaths

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Mumbai tops India in accidental

deaths

Chi ttaranjan Tembhekar, TNN Jan 3, 2013, 01.12A M IST

MUMBAI: Mumbai, the financial capital of the country, could perhaps also be dubbed the

"accident capital". An analysis of accidental deaths, done by the National Crime Records

Bureau (NCRB) last year, has revealed that the city recorded the highest number of accidental

deaths between 2007 and 2011. The study covered 53 Indian mega cities with a population of

over 10 lakh.

According to the NCRB, Mumbai registered 7,814 accidental deaths in 2007-11, followed by

Delhi (7,576), with the two cities accounting for 12.5% and 12.1% of the total cases. Bangalore

(7.2%), Chennai (6.8%) and Pune (5.9%) completed the top 5 slots on the ignominious list.

Though accidental deaths cover all types of unnatural deaths like those caused by building

collapse, drowning, explosions, industrial mishaps, etc, road accidents account for the

maximum number of such fatalities. Mumbai was No. 4 in road accident cases in the four

years were analyzed.

Across the country, over 35% accidents take place on roads every year. In fact, road mishaps

are the reason for around 92.6% injuries and 37.3% fatalities suffered in accidents. According to

the research, with the number of road accidents increasing every year, the death toll too has

been on the upswing.

As far as road accidents are concerned, Chennai (9,845) topped the list, with Delhi (7,476),

Bangalore (6,031) and Mumbai (3,525) following. Interestingly, in Mumbai, most of the

mishaps took place in the months of September and October. In case of fatal road mishaps,

Tamil Nadu and Maharashtra occupy the top two slots among states.

According to the study, trucks and lorries were involved in most accidents, with 98.5% victims

(both injured and dead) being those who were travelling in the vehicles. Jeeps and cars too

were involved in a big number of mishaps, with 97.8% and 97.4% victims being those

commuting in them. In another low, Maharashtra saw the highest number of pedestrians

(12.6%) and motorists (13.3%) falling victims to accidents.

Meanwhile, Mumbai has reported the maximum number of sudden deaths—where the cause

of death is not known. Interestingly, Kolkata—the third largest city in terms of population—

reported the lowest number of accidental deaths at 1.4%.

Accidental deaths (2007-11)

Mumbai 12.5%

Delhi 12.1%

Bangalore 7.2%

Chennai 6.8%

Pune 5.9%

Kanpur 3.5%

Jaipur 3.3%

Ahmedabad 2.8%

Surat 2.5%

Indore 2.3%

Hyderabad 2.2%

RELATED ARTICLES

Kanpur second on accidental death index

August 4, 2012

Allahabad low on road mishap index

August 3, 2012

1 6k killed across UP in road accidents last y ear

March 4, 2013

IN-DEPTH COVERAGE

Death Toll

Mumbai

The Times of India

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Page 3: Mumbai road safety

1. critical issue

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FACT

The number oF FATAlITIes InCreAses sTeAdIly.

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199260113 ppl

199464463 ppl

199674665 ppl

199878919 ppl

200078951 ppl

200284674 ppl

200492618 ppl

2006105749 ppl

2008119850 ppl

road fatalitiesin Inda

Page 4: Mumbai road safety

2. required actions

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starting from mumbai, the most dangerous city in terms of pedestrian safety, extensive analysis have to be conducted in our cities,in order to develop specific action plans to increase road safety for all users.

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AnAlysIsunderstanding design issues that allowed the accidents;

guIdelInesto provide effective measures that have to be used in several contexts;

deTAIled plAnsfor 50 pilot projects in the most critical areas / roads / junctions

in each analyzed municipality

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Page 5: Mumbai road safety

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Ad hoc AnAlysIs hAve to be cArrIed both for vehIcles And for pedestrIAns

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3. analysis

vehICles

gIs mAppIngoF ACCIdenTs

flows

flows

desire lines

speed

visual fields

Junction performance

pedesTrIAn

Page 6: Mumbai road safety

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network desIgn Affect profoundly drIvers’ behAvIour

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3. analysis - vehicles

vehicular speed mapping

// PRESENT KNOWLEDGE analysis

Verona - ADIGE CITY 75

ANALISI IMPATTO VIABILISTICO

Il diagramma di cui sopra rappresenta la velocità media registrata nell’ora di punta 17:30-18:30.

La rappresentazione attraverso delle barre di diverso spessore e colorazione indica l’entità della velocità media registrata lungo le aste stradali modellate.

Showing: 17.30.00 to 18.30.00

Modelled: 17.30.00 to 18.00.00

velocità_sdf_hdp: (0 to 75)

17.30.00 to 18.30.00

medio termine v elocità: (0 to 75)reference velocità: (0 to 75)

Verona - ADIGE CITY 58

ANALISI IMPATTO VIABILISTICO

Il diagramma di cui sopra rappresenta il flussogramma (stato di fatto) della fascia bioraria 17:00 - 19:00.

La rappresentazione attraverso delle barre di diverso spessore e colorazione indica l’entità dei flussi veicolari lungo le aste stradali modellate come passaggi veicolari. Da notare come il movimento lungo Viale del Lavoro risulti essere quello più importante.

Showing: 17.00.00 to 19.00.00

Modelled: 17.00.00 to 19.00.00

flussi_sdf: (0 to 3000)

Showing: 17.00.00 to 19.00.00

Modelled: 17.00.00 to 19.00.00

flussi_sdf: (0 to 3000)

vehicular speed mapping

// PRESENT KNOWLEDGE analysis

Verona - ADIGE CITY 75

ANALISI IMPATTO VIABILISTICO

Il diagramma di cui sopra rappresenta la velocità media registrata nell’ora di punta 17:30-18:30.

La rappresentazione attraverso delle barre di diverso spessore e colorazione indica l’entità della velocità media registrata lungo le aste stradali modellate.

Showing: 17.30.00 to 18.30.00

Modelled: 17.30.00 to 18.00.00

velocità_sdf_hdp: (0 to 75)

17.30.00 to 18.30.00

medio termine v elocità: (0 to 75)reference velocità: (0 to 75)

Verona - ADIGE CITY 58

ANALISI IMPATTO VIABILISTICO

Il diagramma di cui sopra rappresenta il flussogramma (stato di fatto) della fascia bioraria 17:00 - 19:00.

La rappresentazione attraverso delle barre di diverso spessore e colorazione indica l’entità dei flussi veicolari lungo le aste stradali modellate come passaggi veicolari. Da notare come il movimento lungo Viale del Lavoro risulti essere quello più importante.

Showing: 17.00.00 to 19.00.00

Modelled: 17.00.00 to 19.00.00

flussi_sdf: (0 to 3000)

Showing: 17.00.00 to 19.00.00

Modelled: 17.00.00 to 19.00.00

flussi_sdf: (0 to 3000)

junction performance assessment

// PRESENT KNOWLEDGE analysis

Unlicensed Trial VersionDELAY (AVERAGE) Site: Stato di Fatto 07.04.11Average control delay per vehicle, or average pedestrian delay (seconds)Alpo - TorricelliSignals - Fixed Time Cycle Time = 105 seconds (User-Given Phase Times)

Southeast Northeast Northwest West Southwest IntersectionDelay (Average) 35,4 135,0 17,9 94,4 1839,7 323,3

LOS D F B F F F

Colour code based on Level of Service

LOS A LOS B LOS C LOS D LOS E LOS F ContinuousLevel of Service Method: Delay (HCM 2000)SIDRA Standard Delay Model used.

Processed: lunedì 18 aprile 2011 11.23.05SIDRA INTERSECTION 5.1.3.1990

Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com

Project: F:\LAVORO\SYSTEMATICA\WTC Verona fase2\dell'Alpo\Alpo.sipUNLICENSED TRIAL VERSION

Unlicensed Trial VersionDEGREE OF SATURATION Site: Ottimizzazione Fasatura Do

Nothing 07.04.11 - 15.04.11Ratio of Demand Volume to Capacity (v/c ratio)Alpo - TorricelliSignals - Fixed Time Cycle Time = 80 seconds (User-Given Phase Times)

Southeast Northeast Northwest West Southwest IntersectionDegree of Saturation 0,79 0,75 0,62 0,81 0,90 0,90

Colour code based on Degree of Saturation

[ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0] Continuous

Processed: lunedì 18 aprile 2011 10.58.07SIDRA INTERSECTION 5.1.3.1990

Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com

Project: F:\LAVORO\SYSTEMATICA\WTC Verona fase2\dell'Alpo\Alpo.sipUNLICENSED TRIAL VERSION

Unlicensed Trial VersionDEGREE OF SATURATION Site: Stato di Fatto 07.04.11Ratio of Demand Volume to Capacity (v/c ratio)Alpo - TorricelliSignals - Fixed Time Cycle Time = 105 seconds (User-Given Phase Times)

Southeast Northeast Northwest West Southwest IntersectionDegree of Saturation 0,68 1,13 0,24 1,00 2,97 2,97

Colour code based on Degree of Saturation

[ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0] Continuous

Processed: lunedì 18 aprile 2011 11.23.05SIDRA INTERSECTION 5.1.3.1990

Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com

Project: F:\LAVORO\SYSTEMATICA\WTC Verona fase2\dell'Alpo\Alpo.sipUNLICENSED TRIAL VERSION

flows speed Junction performance

Page 7: Mumbai road safety

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It Is of fundAmentAl ImportAnce to understAnd pedestrIAn pAtterns

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3. analysis - pedestrian

pedestrian flow simulation model

// PRESENT KNOWLEDGE analysis

defin

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anni

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105

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ion

Mod

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Des

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the

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appropriate visual fields

// PRESENT KNOWLEDGE design

 

 

 

 

 

 

flows desire lines visual fields

Page 8: Mumbai road safety

4. guidelines

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each municipality should adopt standards and design practices that improve urban quality and increase roads safety

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public transport integration

car restricted areas

road design standards

intersection geometries revision

light design

traffic calming

signage

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integration of Public transport nodes

// PRESENT KNOWLEDGE planning

Bordeaux, France

car restricted area

// PRESENT KNOWLEDGE planning

Museum Promenade, Wien, Austria

road intersection geometry revision

// PRESENT KNOWLEDGE design

I punti focali: Rotatoria San Martino I punti focali: Rotatoria San Martino

L’aperturadellagalleriaSanMartino,iningressoalcentrostoricodiAnconaharesonecessariogestirelanuovaintersezione diAnconaharesonecessariogestirelanuovaintersezioneattraversolarealizzazionediunarotatoriacompattaallafrancese.Lacomplessaorografiadelluogoaresonecessarialacreazionediunarotatoriaconunaleggerapendenzaversonord.InquestomodoèstatopossibilemantenereinvariatalapendenzadiviaRupediXXIXSettembre.

Ledimensionidellarotatoriapropostasonodi37mdidiametro ppesterno,conisolacentraledi15m,dotatadianellovalicabiledi2m.

Sonostateeffettuateverifichesimulativeditipogeometrico pgtramitecodiceAutotrackperverificarelacorrettafunzionalitàdellegeometriedeibracciafferentiinrotatoria.Inparticolaresonostateverificategliingombrielemanovredeimezzipubblici

biE’ttifititilhld urbani.E’statoverificato,inparticolare,chelapendenzadell’anellodellarotatorianonprovocasseproblemidirotturaneimezzipubbliciarticolati.

Ifttilitidltitdiildidi Imanufattirealizzatisonodeltipotradizionaleedimoderazionedeltraffico.L’anellocentraledellarotatoriaèprevistoinpavimentazioneflessibilebi-componentebitumecemento,mentrel’isolavalicabileèprevistainporfido mentrelisolavalicabileèprevistainporfido.

Piano Particolareggiato del Quartiere Archi –Stazione

36

Systematica

road design standards

// PRESENT KNOWLEDGE design

public transport integration car restricted areas

road design standards intersection geometries revision

Page 9: Mumbai road safety

5. detailed plans/// PREVIOUS EXPERIENCE

BEFORE PROJECT

surveys

private vehicles circulation

road redesign

pedestrian paths

parking restrictions

a dense pedestrian network creates a critical mass of people and allowsa safer circulation

the walkways were inadequateto support the pedestrian flow createdby a mixed and vibrant land-use

based on model simulations, with appropriate design standards and following traffic calming methods

the road sections were not based on the effective traffic flows, with both unused potential and congestion critical nodes

to rationalize the circulation within the area, with the aim of avoiding the overlap between heavy flows and pedestrian

the vehicles were allowed to circulate without any restriction

a survey campaign has been conducted to understand the main problems and potential of the area

to freed valuable areas, given to citizens and pedestrians

the area was characterized by a strong presence of road-side parked vehicles

AFTER

An urban regeneration, planned and designed by Systematica, is here presented as a successful case that increased the urban quality and the safety of a neighbourhood in Milan.