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Impact of the type of the cross sectional profile on urban zones road


par Moise Edgard OBOUNOU ASSOUMOU
University of Bamenda (ENSET Bambili)  - DIPET II (Diplome de Professeur de l'enseignement Technique II e grade)  0000
  

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3.2. The functioning of the transport system

A collective transport system includes three components: vehicles, infrastructures, and techniques of exploitations. Each one of its elements influencing as well on the capacity of this transport system as on its rate per hour which is the number of passengersto transport per hour and direction.

Indeed, the road infrastructure being the support of any road terrestrial displacement, it is possible to optimize and make profitable the functioning of the transport system by improving its characteristics.

In the town of Yaoundé, the average width of the streets (between frontages) is around 20 Meters the roads have an influence going from 6 meters to more than 60 meters (Boulevard of May 20th) of width between frontages. The Table hereafter which gives the distribution of the roads raised according to the number of lanes by directionwatches that only a third of the raised ways thus has 2 to 3 lanes by direction.

Table7: Numbers of ways by direction in the streets of the town of Yaoundé

Types

Kilometers

Percentages (%)

1 way

108

67%

2 and 3 ways

42

26%

Separateways

12

7%

Total

162

100%

Total

162

100%

Source : PDU

In fact, this narrowness of streets observed in the town of Yaoundé can be conceded with the insufficiency of the secondary roadway system; This level of roadway system is essential because it relates to ways which strongly structure the internal exchanges with the perimeter of study (urban space in this case) but also with outside. Today, it is this level of roadway system which is the least readable in the town of Yaoundé. It (secondary roadway system) does not provide correctly its functions in particular for the soft modes and public transport.

The objectives of installation of this type of infrastructure must be:

· To define characteristics which make it possible to ensure the fluidity and the safety of all the modes of displacements;

· To allow public transport to be powerful and to provide to the cyclists continuous cycle installations.

A hierarchisation of the principal traffic motivations carried out in the town of Yaoundé gives the percentages gathered in the following table

Table8: Distribution of the principal traffic motivations in the town of Yaoundé

Reasons

Numbers

Percentages (%)

Residence - work

3654

20%

Work - residence

2068

12%

Residences - Visits

1437

8%

Work - Work

1270

7%

Residences - Stores (Markets)

886

5%

Visits - residences

754

4%

Residences - businesses

731

4%

Stores (Markets) - Residences

721

4%

Residence - School

692

4%

School - Residence

562

3%

Total

12775

71%

Total investigations

17955

 

Source : PDU

These reasons account for 71% of all the traffic motivations raised at the time of the investigations. The reasons related on the residence and works are most important, those related to the visits, stores and schools follow them of rather far. These data must thus be taken into account in the installation of a powerful roadway network system especially with regard to urban displacements.

2.183.000 vehicleswere counted during the investigations of traffic, that is to say an average of 13.400 vehicles per section of roadway system on which a station of investigation was located. The traffic ranges between 1.500 to 33.400 vehicles by direction on the whole of the surveyed sections. The morning traffic is roughly distributed 60-40 between the two directions, with a maximum traffic of 800 vehicles per hour for the most charged direction. Within the city, the traffic of the vehicles is highest on the network in the north of the roundabout of Nlongkak and at the level of the crossroads of Warda and the Post office. The traffic generally has a radial structure in the town of Yaoundé. It moves mainly towards the center town area, the commercial districts and the administrative buildings. The motor bikes meet especially in periphery of the city. The decree prohibiting the motor bikes taxis in the center of Yaoundé thus seems respected. We observe in particular many displacements in the motor bike in the western part of the city. 

Figure 7: Total traffic on the roadway network system structuring town of Yaoundé

Source: PDU

The average rate of congestion on the network at the rush hour is of 0,3; knowing that a rate of congestion higher than 1 would mean a saturation of the network. The saturated sections represent 14 kilometers out of the 270 kilometers of the structuring network, that is to say 5% of the linear total.

The proportion of the taxis and the cars in the total traffic is exceptionally high in Yaoundé; Together they account for 91% of the counted traffic. The proportion of the taxis on the sections where counting took place varies from 19% to 72% of the total traffic of the vehicles with an average of 52%. It is a very high figure which proves the insufficiency of the services of public transport per bus and minibus.

With regard to the vehicles used in the installation of a powerful transport system, it would be preferable to have large vehicles which have important capacities such a bus which has a capacity from 60 to 100 places or 270 places for the Bi-articulated buses, against 10 to 20 for the minibuses, 05 for the taxis and finally of 01 place for the motor bikes. These different modes, it is clear, compared to the bus have a highercoefficient occupation time of space per passengers.

From which does it thus come that these various other means of transport (minibus, taxis and motor bikes) make remarkable great strides in the various Cameroonian cities in general and in the town of Yaoundé in particular?

Their rise can be to regard as letting show through a failure, a weakness of the various transport systems undertaken by the public authorities through the country.  

The fact of being owner has importance for the people using their car and their motor bike. Nearly a quarter of the questioned population stated not to have the choice between various means of transport, for various reasons such as: 

· Not-adequacy of the transport infrastructures, 

· Absence of freightvehicles 

· Insufficient income to take another means of transport. 

20% of the people investigated declare that they choose the fastest means of the transport; it is particularly true for the motor bikes on the short distances. 13% choose the mode the least expensive, primarily the buses, and 9% seek best comfort in the mode than they chose. The average time of displacements all modes raised by the investigations is 29 minutes. On the other hand the users of the buses have on average 50 minutes of voyage, including waiting, which is clearly a brake to the use of the transport system by bus.

A study of speeds of course by motor bikes and by cars on 05 routes in the town of Yaoundé emphasizes an average rate of travel in the car of 16,5 km/h. The mean velocity of the cars is lower by 3 km/h than that of the motor bikes, because these last circulate more easily than the cars in the zones of strong traffic.

Figure 8: Routes on which run times were measured

Source: PDU

Table9: Listing of the routes

Route

Origin/Destination

Distances in km (02 cumulated directions)

1 

Messassi gendarmerie/OnambeleCrossroads

40,8

2 

Crossroads Onambele Barrier/Crossroads Entered College of Ngoulemakong

35,0

3 

Bitotol (Crossroads Horeb College) /Mendong Village

32,8

4 

Crossroads Nkolbison/Febe Village

49,3

5 

Crossroads of the Palace of the Unity/Crossroads Tradex service station

43,1

Source : PDU

Tableau 10: Results of the investigation of running times (in minutes) (Cars)

 

Direction 1

Direction 2

Total

Length

Time

Speeds

Length

Time

Speeds

Length

Time

Speeds

1

20,6

88,0

14,0

21,1

78,0

16,2

41,7

166,0

15,1

2

18,2

57,0

19,2

18,1

49,0

22,2

36,3

106,0

20,5

3

16,8

59,0

17,1

16,8

67,0

15,0

33,6

126,0

16,0

4

26,0

108,0

14,4

25,9

106,0

14,7

51,9

214,0

14,6

5

22,5

80,0

16,9

22,3

85,0

15,7

44,8

165,0

16,3

Moy

20,8

78,4

16,3

20,8

77,0

16,8

41,7

155,4

16,5

Tableau 11: Results of the investigation of running times (in minutes) (Motor bikes)

 

Direction 1

Direction 2

Total

Length

Time

Speeds

Length

Time

Speeds

Length

Time

Speeds

1

20,6

56,0

22,1

21,1

53,0

23,9

41,7

109,0

23,0

2

18,2

60,0

18,2

18,1

52,0

20,9

36,3

112,0

19,4

3

16,8

57,0

17,7

16,8

57,0

17,7

33,6

114,0

17,7

4

26,0

78,0

20,0

25,9

80,0

19,4

51,9

158,0

19,7

5

22,5

72,0

18,8

22,3

87,0

15,4

44,8

159,0

16,9

Moy

20,8

64,6

19,3

20,8

65,8

19,5

41,7

130,4

19,3

Source : PDU

Studies made it possible to model the relationship between the flow and the speed of circulation on a way; they thus make it possible to define and this with a function represented by an ellipse, this relation.

Flow

When we places in X-coordinate the flow «Q» and in ordinate practicable speed «V», we notes that to a low flow correspond two very different practicable speeds: one high and the other weak. The corresponding concentration is then inversely proportional to the speed: the higher speed is, the weaker the concentration is.

Speed

Figure 9: Theoretical curve of the relation between the flow and speed on a way

The relation between the flow and the speed of circulation establishes that in situation of «hyper congestion» in the lower part of the curve, the increase in the traffic decreases the number of vehicles per hour circulating on the way (numbers of passengers per hour, if we consider only public transport). The important congestions that occur on the main axes of connection centers/periphery in the agglomeration of Yaoundé let think that we are in situation of hyper congestion at the rush hours. The recourse by artisanal transport, majority in the traffic, to vehicles of low capacity involves a loss of capacity of the access roads to the center thing which tends to worsen with the narrowness of the streets observed in the town of Yaoundé.

The resolution of these multiple problems with which is confronted the operation of the transport system in the Cameroonian cities in general and the town of Yaoundé in particular thus passes inevitably by solutions such the urban installation of a urban transport system of mass which will make it possible to reduce the number of vehicles on the ways and thus to reduce the levels of congestion on the various ways components the roadway network system.

Figure 10: Reorganization of the offer of public transport with anUrban Transport System of Mass

It is important to point out the fitting of adequate installations which will have to allow the good installation and the good performance of this urban system transport of mass. We can list

· The increase in linear of the secondary network roadway system,

· The maintenance of this network

· The installation of certain facility for the joint grid system such the exclusive way which is a way reserved exclusively or not for the circulation of the bus or any other particular transport system such the tram. The installation of this type of way makes it possible to separate the bus for example from the current traffic what contributes to improve its speed and thus its profitability like transport system.

Indeed, Because of weakness of the level of coverture of the urban highway network (paved and in good state) in the Cameroonian cities, to integrate these installation on all the access roads would be utopian and unsuited. In order to be realistic, we recommend an integration of this type of installation on the major axes of the agglomerations. For example, with the configuration of the roadway network structuring the town of Yaoundé as higher presented, it more suitable to integrate this installation (exclusive way for Autobus) on the secondary routes of the city. Thus, this modification of the profile across the primary and secondary roadway system would make it possible the transport system by bus to be better integrated in the city because it would serve the various major axes effectively leading to the various districts of the city and thus would leave the relay to the other modes such the taxi and/or the motor bike the care to continue the service road in the depths. That would make the transport systemby Autobus more effective because it would combine this time speed, comfort and safety.

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