WO1992018961A1 - Road and traffic control system - Google Patents
Road and traffic control system Download PDFInfo
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- WO1992018961A1 WO1992018961A1 PCT/AU1992/000106 AU9200106W WO9218961A1 WO 1992018961 A1 WO1992018961 A1 WO 1992018961A1 AU 9200106 W AU9200106 W AU 9200106W WO 9218961 A1 WO9218961 A1 WO 9218961A1
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- lane
- traffic
- road
- carriageway
- intersection
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- G—PHYSICS
- G08—SIGNALLING
- G08G—TRAFFIC CONTROL SYSTEMS
- G08G1/00—Traffic control systems for road vehicles
- G08G1/07—Controlling traffic signals
Definitions
- This invention relates to a road and traffic control system and, in particular, to a road and traffic control system for controlling the movement of traffic at a road intersection.
- traffic intersections are normally controlled by traffic lights which have a number of phases per cycle.
- traffic lights In heavy traffic areas it is conventional for the traffic lights to have four control phases per cycle.
- the four control phases comprise a first phase where one of the roads in an intersection is given a green light to enable traffic to cross the intersection, a second phase where traffic on that road is given a turn light to enable the traffic to make a turn in front of the oncoming traffic, a third phase where the intersecting road is given a green light to enable traffic to cross the intersection and a fourth phase where the traffic on the intersecting road is enabled to make a turn across the oncoming traffic.
- the need to provide four control phases increases the cycle time of the lights and also means that if a vehicle is required to stop at the intersection it is necessary for the vehicle to wait for the completion of up to three phases of the cycle before being able to cross the intersection or make a turn through the intersection.
- the object of this invention is to provide a road and traffic control system which reduces the required number of control phases and therefore the delay faced by vehicles at controlled intersections.
- the invention provides a road and traffic control system comprising: a first carriageway and a second carriageway forming a road intersection, the first carriageway having a first road portion and a second road portion on respective sides of the intersection and the second carriageway having at least a first road portion on another side of the intersection; the first and second road portions of the first and second carriageways having at least one lane for enabling traffic to travel in a first direction and at least one other lane for enabling traffic to travel in the opposite direction; at least said first road portion of the first carriageway having a turn lane which communicates with said one lane of the first road portion at a location spaced from said intersection so that vehicles can enter said turn lane from said one lane before arriving at said intersection, said turn lane crossing over said at least one other lane of the first road portion and extending to said intersection; and traffic control means at said intersection having two control phases for stopping vehicles on the first carriageway and allowing vehicles to travel through the intersection from the second carriageway and a second phase for allowing vehicles to travel through the intersection from the
- the vehicles can queue up to make a turn in the turn lane and all that is needed is for the traffic control system to have two cycles so that when the cycle allows the traffic to enter the intersection vehicle are able to go straight through the intersection to continue on the carriageway and also to make a turn from the turn lane into the other carriageway. Since the turning vehicles have already crossed vehicles which will form oncoming traffic and wish to pass through the intersection and travel on the at least one another lane the vehicles in the turning lane can make their right-hand turn without interfering with the oncoming traffic. Thus, it is not necessary to provide turn phases in the traffic control cycle and therefore only two phases are required for each cycle of the traffic control signals.
- the first and second carriageways form a cross-road having the road intersection and the second carriageway has a second road portion, each of the first and second road portions of the first carriageway and each of the first and second road portions of the second carriageway have a respective said turn lane.
- first carriageway and second carriageway form a T intersection and only the first road portion of the first carriageway includes the turn lane.
- the system includes a second turn lane which extends from the at least one first lane of one of the road portions of one of the carriageways to the at least one other lane of one of the road portions of the other carriageway and wherein said other turn lane merges with said at least one other lane past the position where said at least one lane communicates with said turn lane so that vehicles using said second turn lane do not have to travel over the position where the turn lane crosses said at least one other lane.
- a second turn lane which extends from the at least one first lane of one of the road portions of one of the carriageways to the at least one other lane of one of the road portions of the other carriageway and wherein said other turn lane merges with said at least one other lane past the position where said at least one lane communicates with said turn lane so that vehicles using said second turn lane do not have to travel over the position where the turn lane crosses said at least one other lane.
- first and second road portions include a plurality of first lanes and a plurality of other lanes.
- said turn lane runs parallel with said at least one other lane and is separated from at least one other lane by a traffic barrier.
- said second turn lane runs substantially parallel to said turn lane and is separated from said turn lane by a traffic barrier.
- the traffic barriers comprise traffic islands.
- Figure 1 is a perspective view of a traffic intersection utilizing a conventional control system
- Figures la, lb, lc and Id are diagrams representing four phases of a cycle used in the conventional system
- Figure 2 is a view of an intersection utilizing the control system of one embodiment of this invention
- Figures 2a and 2b are diagrams showing the two phases of a control cycle according to the embodiment of figure 2;
- Figure 3 is a view of a second embodiment of the invention.
- Figures 3a and 3b show the two phases of the control cycle according to figure 3;
- Figure 4 is a view showing a further embodiment of the invention.
- Figures 4a and 4b are diagrams showing the two phases according to the embodiment of the invention in figure 4;
- Figure 5 is a view of a still further embodiment of the invention.
- Figures 5a and 5b are diagrams showing the two phases of the control system according to figure 5.
- a conventional intersection which includes traffic control signals which, as is conventional, are generally in the form of traffic lights 10.
- the intersection is formed by two carriageways 12 and 14 which each have first and second road portions 12a and 12b and 14a and 14b respectively.
- the road portions 12a and 12b may include turn lanes for enabling traffic to turn left or right.
- the traffic lights 10 have four control phases in each cycle and the control phases are shown in figures la to Id.
- the first phase as shown in figure la allows traffic to travel through the intersection on carriageway 12 and to make left-hand turns but does not allow traffic to make right-hand turns.
- the second phase as shown in figure lb allows traffic to make a right-hand turn from the carriageway 12 into the carriageway 14 and also to make left-hand turns from the carriageway 14 into the carriageway 12 but prevents traffic from passing through the intersection from the road portion 12a to the road portion 12b of the carriageway 12 and from the road portion 14a to the road portion 14b on the carriageway 14.
- the third cycle as shown in figure lc allows traffic to pass through the intersection on the carriageway 14 and also to make a left-hand turn from the carriageway 14 into the carriageway 12.
- the fourth cycle enable traffic to make a right-hand turn from the carriageway 14 into the carriageway 12 and also to make a left-hand turn from the road portion 12a to the road portion 14b and from the road portion 12b to the road portion 14a.
- a first embodiment of the invention is shown in figures 2, 2a and 2b and generally comprises carriageways 12 and 14 which form an intersection as shown and which are comprised of road portions 12a and 12b and 14a and 14b respectively on either side of the intersection.
- Each of the road portions 12a, 12b and 14a and 14b have a plurality of lanes 16 for enabling traffic to flow in one direction and a plurality of lanes 18 for enabling traffic to flow in the opposite direction.
- the lanes 16 and 18 are separated by a traffic island or like 17.
- the intersection shown in figure 2 is controlled by traffic control lights (which are not shown) and which have two phases in each cycle as will be described hereinafter.
- the system includes a right-hand turn lane which communicates with the first lanes 16 at position A prior to the intersection formed by the road 12 and 14.
- the right-hand turn lane 20 crosses over the lanes 18 for oncoming traffic and extends substantially parallel to the lanes 18 and is separated from the lanes 18 by a traffic barrier 22.
- Traffic wishing to make a right-hand turn from road portion 14b into road portion 12a enters the right-hand turn lane 20 prior to the intersection at position A and cross over the oncoming lanes 18. If the traffic control lights at the intersection are set to stop traffic on carriageway 14 the vehicles can merely queue up in the right-hand turn lane 20 at the intersection.
- the traffic in the lane 16 which wishes to go straight ahead can travel across the intersection into the lane 16 on road portion 14a and the traffic which is in the right-hand turn lane 20 wishing to make the right-hand turn can simply make the right-hand turn into the lanes 18 of the road portion 12a.
- the traffic in the lanes 18 of the road portion 14a wishing to go straight ahead can merely travel straight ahead into the lanes 18 without interfering with the right turning traffic from the right-hand turn lane 20.
- FIG. 12 shows diagramatically the two cycles.
- the first cycle shown in figure 2a allows traffic to flow straight ahead through the intersection on carriageway 14 and to make a right-hand turn from carriageway 14 into carriageway 12 via the right-hand turn lanes 20 on the road portions 14a and 14b. Traffic is also able to make a left-hand turn from each of the road portions 12a, 12b, 14a and 14b.
- the second control phase is shown in figure 2b and merely is a change from a green go signal on carriageway 14 and a red stop signal on carriageway 12 to a green go signal on carriageway 12 and a red stop signal on carriageway 14.
- This enables the traffic on carriageway 12 to proceed through the intersection and also to make right-hand turns from the road portions 12b to the road portion 14b and from the road portion 12a to the road portion 14a using the right-hand turn lanes 20.
- left-hand turns can be made from all road portions as described above.
- the left-hand turn lanes 21 can be separated from the right-hand turn lanes 20 by a traffic barrier 24 which can be in the form of a traffic island.
- the right-hand turn lanes 20 run generally parallel to the oncoming lanes 18 after they cross the oncoming lanes and the left-hand turn lanes 21 run generally parallel to the right-hand turn lanes 20 and merge with the oncoming lanes 18 past the point where the right-hand turn lanes 20 communicate with the lane 16.
- the left-hand turn lane 21 simply merges into the oncoming lanes 18 past the point where the right-hand turn lane 20 crosses over the oncoming lanes 18.
- FIG 3. This embodiment uses similar reference numerals to figure 2 to designate the same road portions and lanes.
- This embodiment has particular application where space may be a minimum and there may not be sufficient room to provide a left-hand turn lane 21.
- left-hand turn lane 21 is omitted and traffic makes a left-hand turn only when a green signal is provided.
- the two phase cycle in this embodiment is shown in figures 3a and 3b and in figure 3a a green light is provided for the carriageway 14 to enable traffic to travel through the intersection on carriageway 14 and also to make a right-hand turn via right-hand turn lane 20 from the road portions 14a and 14b into the road portions 12b and 12a respectively.
- Left-hand turns can only be made from the road portions 14a and 14b once again observing the normal road laws which exist for right and left-hand turning traffic.
- Figure 3b shows the other phase of the cycle when traffic on carriageway 14 is stopped and traffic on carriageway 12 is provided with the green go signal.
- Traffic on the carriageway 12 is able to pass through the intersection and also make a right-hand turn from road portion 12b to road portion 14b and from road portion 12a to road portion 14a via right-hand turn lanes 20.
- Left turning traffic is only allowed from road portion 12b to road portion 14a and from road portion 12a to road portion 14b once again obeying the required laws for right and left-hand turning traffic.
- left-hand turning traffic turns across the right-hand turn lanes 20 which are stopped by a red signal into the lanes 16 or 18 as the case may be of the other carriageway. Separate left-hand turn lanes are not provided.
- Figure 4 shows an embodiment which is applicable where only a very narrow intersection is possible.
- the two control phases in this embodiment are the same as in the embodiment of figure 3 and once again similar reference numerals as shown in figures 2 and 3 represent the same lanes and roadway portions as in figures 2 and 3.
- Figure 5 shows an embodiment of the invention applicable to a T-junction and in this embodiment of the invention only the road portion 12b is provided with the right-hand turn lane 20. Right turns from the road portion 14b are made in the conventional manner and, of course, right-hand turns from the road portion 12a are impossible.
- Figures 5a and 5b show control phase diagrams.
- traffic is able to make a left-hand turn into road portion 12b or a right-hand turn into road portion 12a and also traffic is able to make left-hand turn from road portion 12a into road portion 14b.
- traffic control signal changes so that the carriageway 12 is provided with a green signal traffic can pass through the intersection on carriageway 12 and also make a right-hand turn from right-hand turn lane 20 into carriageway 14b.
- left-hand turns can be made from carriageway 12 to carriageway 14b with the turning traffic obeying the normal traffic laws for right and left-hand turning traffic.
- the preferred embodiments of the invention therefore provide a road and traffic control system which requires only a two-phase control per cycle for traffic lights. Some (or all) of the right-hand turning vehicles are able to cross opposing flow of traffic before reaching the intersection and queue up on the right-hand side of the road. Once the traffic lights turn green the traffic queuing can make a right-hand turn straight away into the other carriageway without having to wait or give way to the opposing flow of traffic. This will eliminate the need of right-hand turn traffic light control phases at the intersection.
- the system according to the preferred embodiment has the advantages compared with conventional systems (on the assumption of the average effective green time for every phase of the current and new design being equal) of: 1) doubling traffic flow capacity at the intersection; traffic can cross the intersection at each alternative traffic light control phase instead of one of every four traffic light control phases. 2) reduce waiting period by two-thirds; traffic queuing up at the intersection will only wait for the next traffic light control phase instead of the next three traffic light control phases. 3) better traffic distribution on the road; all roads will have traffic flowing away from the intersection at all times regardless of the traffic light control phase. From the above advantages, effectively a two lane road of a two phase system will have a capacity equivalent of up to a four lane road. This will reduce the cost of road construction and maintenance.
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Abstract
A traffic control system is provided for improving the flow of traffic through an intersection. The control system utilizes traffic control signals which have only two phases and a turn lane (20) which extends from a traffic lane (16) across an oncoming lane (18) and then to the intersection so that traffic can queue up in the right turn lane (20) and make a right-hand turn when a green go signal is given without interfering with the oncoming traffic.
Description
ROAD AND TRAFFIC CONTROL SYSTEM This invention relates to a road and traffic control system and, in particular, to a road and traffic control system for controlling the movement of traffic at a road intersection.
As is well known, traffic intersections are normally controlled by traffic lights which have a number of phases per cycle. In heavy traffic areas it is conventional for the traffic lights to have four control phases per cycle. The four control phases comprise a first phase where one of the roads in an intersection is given a green light to enable traffic to cross the intersection, a second phase where traffic on that road is given a turn
light to enable the traffic to make a turn in front of the oncoming traffic, a third phase where the intersecting road is given a green light to enable traffic to cross the intersection and a fourth phase where the traffic on the intersecting road is enabled to make a turn across the oncoming traffic.
The need to provide four control phases increases the cycle time of the lights and also means that if a vehicle is required to stop at the intersection it is necessary for the vehicle to wait for the completion of up to three phases of the cycle before being able to cross the intersection or make a turn through the intersection.
The object of this invention is to provide a road and traffic control system which reduces the required number of control phases and therefore the delay faced by vehicles at controlled intersections.
The invention provides a road and traffic control system comprising: a first carriageway and a second carriageway forming a road intersection, the first carriageway having a first road portion and a second road portion on respective sides of the intersection and the second carriageway having at least a first road portion on another side of the intersection; the first and second road portions of the first and second carriageways having at least one lane for enabling traffic to travel in a first direction and at least one other lane for enabling traffic to travel in the opposite direction; at least said first road portion of the first carriageway having a turn lane which communicates with said one lane of the first road portion at a location spaced from said intersection so that vehicles can enter said turn lane from said one lane before arriving at said intersection, said turn lane crossing over said at least one other lane of the first road portion and extending to said intersection; and traffic control means at said intersection having
two control phases for stopping vehicles on the first carriageway and allowing vehicles to travel through the intersection from the second carriageway and a second phase for allowing vehicles to travel through the intersection from the first carriageway and stopping vehicles from travelling through the intersection from the second carriageway.
According to the present invention, since turning vehicles can enter the turn lane prior to reaching the intersection the vehicles can queue up to make a turn in the turn lane and all that is needed is for the traffic control system to have two cycles so that when the cycle allows the traffic to enter the intersection vehicle are able to go straight through the intersection to continue on the carriageway and also to make a turn from the turn lane into the other carriageway. Since the turning vehicles have already crossed vehicles which will form oncoming traffic and wish to pass through the intersection and travel on the at least one another lane the vehicles in the turning lane can make their right-hand turn without interfering with the oncoming traffic. Thus, it is not necessary to provide turn phases in the traffic control cycle and therefore only two phases are required for each cycle of the traffic control signals. in one embodiment of the invention the first and second carriageways form a cross-road having the road intersection and the second carriageway has a second road portion, each of the first and second road portions of the first carriageway and each of the first and second road portions of the second carriageway have a respective said turn lane.
In another embodiment of the invention the first carriageway and second carriageway form a T intersection and only the first road portion of the first carriageway includes the turn lane.
Preferably the system includes a second turn lane which extends from the at least one first lane of one of the road portions of one of the carriageways to the at
least one other lane of one of the road portions of the other carriageway and wherein said other turn lane merges with said at least one other lane past the position where said at least one lane communicates with said turn lane so that vehicles using said second turn lane do not have to travel over the position where the turn lane crosses said at least one other lane.
Preferably the first and second road portions include a plurality of first lanes and a plurality of other lanes.
Preferably said turn lane runs parallel with said at least one other lane and is separated from at least one other lane by a traffic barrier.
Preferably said second turn lane runs substantially parallel to said turn lane and is separated from said turn lane by a traffic barrier.
Preferably the traffic barriers comprise traffic islands.
A preferred embodiment of the invention will be described, by way of example, with reference to the accompanying drawings in which:
Figure 1 is a perspective view of a traffic intersection utilizing a conventional control system; Figures la, lb, lc and Id are diagrams representing four phases of a cycle used in the conventional system;
Figure 2 is a view of an intersection utilizing the control system of one embodiment of this invention; Figures 2a and 2b are diagrams showing the two phases of a control cycle according to the embodiment of figure 2;
Figure 3 is a view of a second embodiment of the invention;
Figures 3a and 3b show the two phases of the control cycle according to figure 3;
Figure 4 is a view showing a further embodiment of the invention;
Figures 4a and 4b are diagrams showing the two
phases according to the embodiment of the invention in figure 4;
Figure 5 is a view of a still further embodiment of the invention; and Figures 5a and 5b are diagrams showing the two phases of the control system according to figure 5.
The preferred embodiment of this invention will be described with reference to a road system in which traffic travels on the left-hand side of the road. However, it should be understood that the invention could be practised with traffic which travels on the right-hand side of the road.
With reference to figure 1, a conventional intersection is shown which includes traffic control signals which, as is conventional, are generally in the form of traffic lights 10. The intersection is formed by two carriageways 12 and 14 which each have first and second road portions 12a and 12b and 14a and 14b respectively. The road portions 12a and 12b may include turn lanes for enabling traffic to turn left or right.
As is conventional, the traffic lights 10 have four control phases in each cycle and the control phases are shown in figures la to Id. The first phase as shown in figure la allows traffic to travel through the intersection on carriageway 12 and to make left-hand turns but does not allow traffic to make right-hand turns. The second phase as shown in figure lb allows traffic to make a right-hand turn from the carriageway 12 into the carriageway 14 and also to make left-hand turns from the carriageway 14 into the carriageway 12 but prevents traffic from passing through the intersection from the road portion 12a to the road portion 12b of the carriageway 12 and from the road portion 14a to the road portion 14b on the carriageway 14. The third cycle as shown in figure lc allows traffic to pass through the intersection on the carriageway 14 and also to make a left-hand turn from the carriageway 14 into the carriageway 12. The fourth cycle enable traffic to make a right-hand turn from the carriageway 14 into the
carriageway 12 and also to make a left-hand turn from the road portion 12a to the road portion 14b and from the road portion 12b to the road portion 14a.
Thus, in order to complete a full cycle four phases are required and if a vehicle is required to stop at the intersection the vehicle may have to wait up to three phases before being able to continue. This increases delay, traffic congestion and also makes it more difficulty to provide a smooth flow of traffic. A first embodiment of the invention is shown in figures 2, 2a and 2b and generally comprises carriageways 12 and 14 which form an intersection as shown and which are comprised of road portions 12a and 12b and 14a and 14b respectively on either side of the intersection. Each of the road portions 12a, 12b and 14a and 14b have a plurality of lanes 16 for enabling traffic to flow in one direction and a plurality of lanes 18 for enabling traffic to flow in the opposite direction. The lanes 16 and 18 are separated by a traffic island or like 17. The intersection shown in figure 2 is controlled by traffic control lights (which are not shown) and which have two phases in each cycle as will be described hereinafter.
The system includes a right-hand turn lane which communicates with the first lanes 16 at position A prior to the intersection formed by the road 12 and 14. The right-hand turn lane 20 crosses over the lanes 18 for oncoming traffic and extends substantially parallel to the lanes 18 and is separated from the lanes 18 by a traffic barrier 22. Traffic wishing to make a right-hand turn from road portion 14b into road portion 12a enters the right-hand turn lane 20 prior to the intersection at position A and cross over the oncoming lanes 18. If the traffic control lights at the intersection are set to stop traffic on carriageway 14 the vehicles can merely queue up in the right-hand turn lane 20 at the intersection. The fact that the traffic lights are already stopping traffic from moving on the carriageway 14 means that little or no
traffic will be on the lanes 18 of the road portion 14b thereby making it easy for vehicles to turn from the lane 16 of road portion 14b across lanes 18 into the right-hand turn lane 20. If traffic is travelling on the lanes 18 then vehicles wishing to enter the turn lane 20 from the lane 16 of road portion 14b must give way to that traffic and wait for the road to clear so that they can safely make their turn into the right-hand turn lane 20.
When the traffic lights turn green to enable traffic to travel on the carriageway 14 through the intersection, the traffic in the lane 16 which wishes to go straight ahead can travel across the intersection into the lane 16 on road portion 14a and the traffic which is in the right-hand turn lane 20 wishing to make the right-hand turn can simply make the right-hand turn into the lanes 18 of the road portion 12a. The traffic in the lanes 18 of the road portion 14a wishing to go straight ahead can merely travel straight ahead into the lanes 18 without interfering with the right turning traffic from the right-hand turn lane 20. Traffic wishing to make a left-hand turn from the lanes 16 of road portions 14b or lanes 18 of road portion 14a simply make their left-hand turns in the left-hand exits 21 obeying the normal traffic laws for right and left-hand turns which are in existence. Thus, in order to provide for traffic which wishes to travel straight ahead on the intersecting carriageways and also wishing to make a right-hand turn only a two phase control signal is required. Thus, the delay time for traffic is less and traffic is therefore able to flow more smoothly.
Similarly, traffic wishing to make a right-hand turn from the road portions 14a enters a similar right-hand turn lane 20 in order to make its right-hand turn. The carriageway 12 also includes similar right-hand turn lanes 20 for enabling traffic to make a right-hand turn when the traffic control signals are green to enable traffic to flow through the intersection on carriageway 12.
Figures 2a and 2b show diagramatically the two cycles. The first cycle shown in figure 2a allows traffic to flow straight ahead through the intersection on carriageway 14 and to make a right-hand turn from carriageway 14 into carriageway 12 via the right-hand turn lanes 20 on the road portions 14a and 14b. Traffic is also able to make a left-hand turn from each of the road portions 12a, 12b, 14a and 14b.
The second control phase is shown in figure 2b and merely is a change from a green go signal on carriageway 14 and a red stop signal on carriageway 12 to a green go signal on carriageway 12 and a red stop signal on carriageway 14. This enables the traffic on carriageway 12 to proceed through the intersection and also to make right-hand turns from the road portions 12b to the road portion 14b and from the road portion 12a to the road portion 14a using the right-hand turn lanes 20. Once again, left-hand turns can be made from all road portions as described above. in the preferred embodiment of the invention the left-hand turn lanes 21 can be separated from the right-hand turn lanes 20 by a traffic barrier 24 which can be in the form of a traffic island. As is best seen in figure 2, the right-hand turn lanes 20 run generally parallel to the oncoming lanes 18 after they cross the oncoming lanes and the left-hand turn lanes 21 run generally parallel to the right-hand turn lanes 20 and merge with the oncoming lanes 18 past the point where the right-hand turn lanes 20 communicate with the lane 16. Thus, traffic doing a left-hand turn will not need to cross over traffic doing a right-hand turn or interfere with that traffic. The left-hand turn lane 21 simply merges into the oncoming lanes 18 past the point where the right-hand turn lane 20 crosses over the oncoming lanes 18. A further embodiment of the invention is shown in figure 3. This embodiment uses similar reference numerals to figure 2 to designate the same road portions and lanes. This embodiment has particular application where space may
be a minimum and there may not be sufficient room to provide a left-hand turn lane 21. In this embodiment left-hand turn lane 21 is omitted and traffic makes a left-hand turn only when a green signal is provided. The two phase cycle in this embodiment is shown in figures 3a and 3b and in figure 3a a green light is provided for the carriageway 14 to enable traffic to travel through the intersection on carriageway 14 and also to make a right-hand turn via right-hand turn lane 20 from the road portions 14a and 14b into the road portions 12b and 12a respectively. Left-hand turns can only be made from the road portions 14a and 14b once again observing the normal road laws which exist for right and left-hand turning traffic. Figure 3b shows the other phase of the cycle when traffic on carriageway 14 is stopped and traffic on carriageway 12 is provided with the green go signal. Traffic on the carriageway 12 is able to pass through the intersection and also make a right-hand turn from road portion 12b to road portion 14b and from road portion 12a to road portion 14a via right-hand turn lanes 20. Left turning traffic is only allowed from road portion 12b to road portion 14a and from road portion 12a to road portion 14b once again obeying the required laws for right and left-hand turning traffic.
In this embodiment the left-hand turning traffic turns across the right-hand turn lanes 20 which are stopped by a red signal into the lanes 16 or 18 as the case may be of the other carriageway. Separate left-hand turn lanes are not provided.
Figure 4 shows an embodiment which is applicable where only a very narrow intersection is possible. The two control phases in this embodiment are the same as in the embodiment of figure 3 and once again similar reference numerals as shown in figures 2 and 3 represent the same lanes and roadway portions as in figures 2 and 3.
Figure 5 shows an embodiment of the invention applicable to a T-junction and in this embodiment of the
invention only the road portion 12b is provided with the right-hand turn lane 20. Right turns from the road portion 14b are made in the conventional manner and, of course, right-hand turns from the road portion 12a are impossible. Figures 5a and 5b show control phase diagrams.
When the traffic control signals are green for carriageway 14 traffic is able to make a left-hand turn into road portion 12b or a right-hand turn into road portion 12a and also traffic is able to make left-hand turn from road portion 12a into road portion 14b. When the traffic control signal changes so that the carriageway 12 is provided with a green signal traffic can pass through the intersection on carriageway 12 and also make a right-hand turn from right-hand turn lane 20 into carriageway 14b. Once again, left-hand turns can be made from carriageway 12 to carriageway 14b with the turning traffic obeying the normal traffic laws for right and left-hand turning traffic.
The preferred embodiments of the invention therefore provide a road and traffic control system which requires only a two-phase control per cycle for traffic lights. Some (or all) of the right-hand turning vehicles are able to cross opposing flow of traffic before reaching the intersection and queue up on the right-hand side of the road. Once the traffic lights turn green the traffic queuing can make a right-hand turn straight away into the other carriageway without having to wait or give way to the opposing flow of traffic. This will eliminate the need of right-hand turn traffic light control phases at the intersection.
The system according to the preferred embodiment has the advantages compared with conventional systems (on the assumption of the average effective green time for every phase of the current and new design being equal) of: 1) doubling traffic flow capacity at the intersection; traffic can cross the intersection at each alternative traffic light control phase instead of one of every four traffic light control phases.
2) reduce waiting period by two-thirds; traffic queuing up at the intersection will only wait for the next traffic light control phase instead of the next three traffic light control phases. 3) better traffic distribution on the road; all roads will have traffic flowing away from the intersection at all times regardless of the traffic light control phase. From the above advantages, effectively a two lane road of a two phase system will have a capacity equivalent of up to a four lane road. This will reduce the cost of road construction and maintenance.
Claims
THE CLAIMS DEFINING THE INVENTION ARE AS FOLLOWS: 1. A road and traffic control system comprising: a first carriageway and a second carriageway forming a road intersection, the first carriageway having a first road portion and a second road portion on respective sides of the intersection and the second carriageway having at least a first road portion on another side of the intersection; the first and second road portions of the first and second carriageways having at least one lane for enabling traffic to travel in a first direction and at least one other lane for enabling traffic to travel in the opposite direction; at least said first road portion of the first carriageway having a turn lane which communicates with said one lane of the first road portion at a location spaced from said intersection so that vehicles can enter said turn lane from said one lane before arriving at said intersection, said turn lane crossing over said at least one other lane of the first road portion and extending to said intersection; and traffic control means at said intersection having two control phases for stopping vehicles on the first carriageway and allowing vehicles to travel through the intersection from the second carriageway and a second phase for allowing vehicles to travel through the intersection from the first carriageway and stopping vehicles from travelling through the intersection from the second carriageway.
2. The system according to claim 1 wherein the first and second carriageways form a cross-road having the road intersection and the second carriageway has a second road portion, each of the first and second road portions of the first carriageway and each of the first and second road portions of the second carriageway have a respective said turn lane.
3. The system according to claim 1 wherein the first carriageway and second carriageway form a T intersection and only the first road portion of the first carriageway includes the turn lane.
4. The system of any one of claims 1 to 3 wherein the system includes a second turn lane which extends from the at least one first lane of one of the road portions of one of the carriageways to the at least one other lane of one of the road portions of the other carriageway and wherein said other turn lane merges with said at least one other lane past the position where said at least one lane communicates with said turn lane so that vehicles using said second turn lane do not have to travel over the position where the turn lane crosses said at least one other lane.
5. The system of any one of claims 1 to 4 wherein the first and second road portions include a plurality of first lanes and a plurality of other lanes.
6. The system of any one of claims 1 to 5 wherein said turn lane runs parallel with said at least one other lane and is separated from at least one other lane by a traffic barrier.
7. The system of claim 6 wherein said second turn lane runs substantially parallel to said turn lane and is separated from said turn lane by a traffic barrier.
8. The system of claim 7 wherein the traffic barriers comprise traffic islands.
9. A road and traffic control system substantially as hereinbefore described with reference to figures 2, 2a and 2b or figures 3, 3a and 3b or figures 4, 4a and 4b or figures 5, 5a and 5b of the accompanying drawings.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4506309A JPH06506549A (en) | 1991-04-15 | 1992-03-11 | Road and traffic control systems |
CA002108366A CA2108366A1 (en) | 1991-04-15 | 1992-03-11 | Road and traffic control system |
AU15651/92A AU641317B2 (en) | 1991-04-15 | 1992-03-11 | Road and traffic control system |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AUPK559391 | 1991-04-15 | ||
AUPK5593 | 1991-04-15 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1992018961A1 true WO1992018961A1 (en) | 1992-10-29 |
Family
ID=3775340
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AU1992/000106 WO1992018961A1 (en) | 1991-04-15 | 1992-03-11 | Road and traffic control system |
Country Status (4)
Country | Link |
---|---|
JP (1) | JPH06506549A (en) |
AU (1) | AU641317B2 (en) |
CA (1) | CA2108366A1 (en) |
WO (1) | WO1992018961A1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101783073B (en) * | 2010-01-07 | 2012-01-25 | 同济大学 | Signalized intersection delayed measuring method based on bisection detector |
WO2016029250A1 (en) * | 2014-08-29 | 2016-03-03 | Leung Valiant Yuk Yuen | Traffic intersection |
WO2017197460A1 (en) * | 2016-05-19 | 2017-11-23 | Leung Valiant Yuk Yuen | Synergistic traffic intersection |
EP3781745A4 (en) * | 2018-04-17 | 2021-12-29 | Leung, Valiant Yuk Yuen | Synergistic reconfigurable traffic intersection |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102277804B (en) * | 2011-06-16 | 2017-02-15 | 胡又宏 | Method for improving traffic capacity of plane intersection by following space separation method and time separation method |
CN104504914A (en) * | 2014-11-18 | 2015-04-08 | 江苏大学 | Reversible short lane signal control method based on left turning secondary parking |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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GB1137137A (en) * | 1965-08-10 | 1968-12-18 | Automatic Telephone & Elect | Improvement in traffic control systems |
GB1246771A (en) * | 1969-02-15 | 1971-09-22 | Omron Tateisi Electronics Co | Road traffic signal control system |
US3872422A (en) * | 1972-06-15 | 1975-03-18 | Siemens Ag | Street traffic signalling system |
AU8332575A (en) * | 1974-10-07 | 1977-01-27 | Gulf & Western Industries Inc. | Multichannel ac conflict monitor |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU604196B1 (en) * | 1989-09-11 | 1990-12-06 | John Tsai | Crossroad without traffic lights |
-
1992
- 1992-03-11 CA CA002108366A patent/CA2108366A1/en not_active Abandoned
- 1992-03-11 WO PCT/AU1992/000106 patent/WO1992018961A1/en active Application Filing
- 1992-03-11 JP JP4506309A patent/JPH06506549A/en active Pending
- 1992-03-11 AU AU15651/92A patent/AU641317B2/en not_active Ceased
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1137137A (en) * | 1965-08-10 | 1968-12-18 | Automatic Telephone & Elect | Improvement in traffic control systems |
GB1246771A (en) * | 1969-02-15 | 1971-09-22 | Omron Tateisi Electronics Co | Road traffic signal control system |
US3872422A (en) * | 1972-06-15 | 1975-03-18 | Siemens Ag | Street traffic signalling system |
AU8332575A (en) * | 1974-10-07 | 1977-01-27 | Gulf & Western Industries Inc. | Multichannel ac conflict monitor |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101783073B (en) * | 2010-01-07 | 2012-01-25 | 同济大学 | Signalized intersection delayed measuring method based on bisection detector |
WO2016029250A1 (en) * | 2014-08-29 | 2016-03-03 | Leung Valiant Yuk Yuen | Traffic intersection |
EP2991056A3 (en) * | 2014-08-29 | 2016-11-09 | Leung, Valiant Yuk Yuen | Dual mode traffic intersection, system for directing traffic at a traffic intersection, and method therefor |
WO2017197460A1 (en) * | 2016-05-19 | 2017-11-23 | Leung Valiant Yuk Yuen | Synergistic traffic intersection |
RU2718891C1 (en) * | 2016-05-19 | 2020-04-15 | Валиант Юк Юэнь ЛЬОНГ | Traffic intersection |
US20200211380A1 (en) * | 2016-05-19 | 2020-07-02 | Valiant Yuk Yuen LEUNG | Synergistic traffic intersection |
AU2017266443B2 (en) * | 2016-05-19 | 2023-01-19 | Valiant Yuk Yuen LEUNG | Synergistic traffic intersection |
EP3781745A4 (en) * | 2018-04-17 | 2021-12-29 | Leung, Valiant Yuk Yuen | Synergistic reconfigurable traffic intersection |
US11302185B2 (en) | 2018-04-17 | 2022-04-12 | Valiant Yuk Yuen LEUNG | Synergistic reconfigurable traffic intersection |
Also Published As
Publication number | Publication date |
---|---|
AU641317B2 (en) | 1993-09-16 |
CA2108366A1 (en) | 1992-10-16 |
JPH06506549A (en) | 1994-07-21 |
AU1565192A (en) | 1992-11-17 |
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