Patent Application
20120116642
The present invention relates to a traveling assistant system for a vehicle without a contact wire. More particularly, it relates to a traveling assistant system for calculating a velocity pattern in a traveling interval from a current stop station to a next station.
Conventionally, traffic vehicles such as a vehicle without a contact wire are controlled by a traffic light system which controls traveling of vehicles such as automobiles. Thus, operators of traffic vehicles operate the vehicles to advance or stop the vehicles following an indication by traffic lights.
Under such a traffic light system, the traffic vehicle is stopped and restarted repeatedly, and consequently, there is a possibility that the traffic vehicle may be unable to travel according to a regular traveling schedule, thereby providing users with inconvenience. Patent Literature 1 has disclosed a traveling assistant system for calculating a velocity pattern which enables the traffic vehicle to travel according to the regular traveling schedule by minimizing the stopping and restarting.
However, the velocity pattern calculated by the aforementioned Patent Literature 1 includes a large number of acceleration and deceleration intervals and a small number of constant-velocity intervals. Thus, there is such a problem that the energy efficiency of the traffic vehicle is low.
The present invention has been accomplished in view of such a circumstance and an object of the invention is to provide a traveling assistant system for a vehicle without a contact wire capable of calculating the velocity pattern which enables improvement of the energy efficiency of the vehicle without the contact wire.
To solve the problem of the above-described conventional technology, the present invention provides a traveling assistant system for a vehicle without a contact wire, the traveling assistant system being configured to calculate a velocity pattern in a traveling interval from a current stop station to a next station. The traveling assistant system includes a memory means which previously stores traveling schedule information of the vehicle, information on the next station located on the traveling interval, and information about a plurality of traffic lights on the traveling interval; and a velocity pattern calculation means which calculates a velocity pattern of the vehicle based on the traveling schedule information, the information on the next station, and the information about the plurality of the traffic lights, in which when calculating the velocity pattern in an interval from the current stop station to a first traffic light of the plurality of traffic lights, the velocity pattern calculation means calculates a velocity pattern which satisfies conditions that the vehicle is never stopped at the first traffic light, that the vehicle accelerates at an constant acceleration when the vehicle departs from the current stop station, and that after the acceleration, the vehicle travels at a constant first velocity, and in which the first velocity is calculated based on a traveling time taken from the current stop station to the first traffic light when the vehicle travels at a maximum velocity, a traveling time taken from the current stop station to the first traffic light calculated considering the traveling schedule information, a traveling distance from the current stop station to the first traffic light, information on the first traffic light, and the constant acceleration.
According to the present invention, assuming that the vehicle travels at a maximum velocity, the velocity pattern calculation means determines whether or not the vehicle is stopped at the first traffic light, in which when it is determined that the vehicle is stopped at the first traffic light, the first velocity is calculated based on the following first relational expression and third relational expression, and in which when it is determined that the vehicle can pass without being stopped at the first traffic light, the first velocity is calculated based on the following second relational expression and third relational expression,
t
w=(ttarget−ts)+tm1 First relational expression
t
w=(tlimit−ts)+tm1 Second relational expression
t
w
=L
w
/V
1
+V
1/2a, Third relational expression
where V1 is the first velocity, a is constant acceleration, tw is a traveling time taken from the current stop station to the first traffic light, ts is a departure time from the current stop station, ttarget is a time when the first traffic light changes from red to green the next time, tlimit is a time when the first traffic light changes from green to red the next time, tm1 is a margin for the traveling time tx, and Lw is a traveling distance from the current stop station to the first traffic light.
Furthermore, according to the present invention, when calculating a velocity pattern in an interval between the first traffic light and a second traffic light located next of the plurality of traffic lights, the velocity pattern calculation means calculates a velocity pattern which satisfies conditions that the vehicle is never stopped at the second traffic light, that the vehicle is accelerated or decelerated at an constant acceleration after the vehicle passes the first traffic light, that the acceleration and deceleration at the constant acceleration are limited to a single time or less, and that the vehicle travels at a constant second velocity after the acceleration or the deceleration, and the second velocity is calculated based on a traveling time taken from the first traffic light to the second traffic light when the vehicle travels at a maximum velocity, a traveling time taken from the first traffic light to the second traffic light calculated considering the traveling schedule information, a traveling distance from the first traffic light to the second traffic light, information on the second traffic light, and the constant acceleration.
According to the present invention, assuming that the vehicle travels at the maximum velocity, the velocity pattern calculation means determines whether or not the vehicle is stopped at the second traffic light, in which when it is determined that the vehicle is stopped at the second traffic light, the second velocity is calculated based on the following fourth relational expression and sixth relational expression, and in which when it is determined that the vehicle can pass the second traffic light without being stopped at the second traffic light, the second velocity is calculated based on the following fifth relational expression and sixth relational expression,
t
x=(ttarget−tg1)+tm2 Fourth relational expression
t
x=(tlimit−tg1)+tm2 Fifth relational expression
t
x
=L
x
/V
2+(V2−Vo)2/2aV2, Sixth relational expression
where V2 is the second velocity, a is constant acceleration, Vo is a velocity when the vehicle passes the first traffic light, tx is a traveling time taken from the first traffic light to the second traffic light, tg1 is a time when the vehicle passes the first traffic light, ttarget is a time when the second traffic light changes from red to green at next time, tlimit is a time when the second traffic light changes from green to red at next time, tm2 is a margin for the traveling time tx, and Lx is a traveling distance from the first traffic light to the second traffic light.
According to the present invention, when calculating a velocity pattern in an interval between the last traffic light of the plurality of traffic lights and the next station, the velocity pattern calculation means calculates a velocity pattern which satisfies conditions that the vehicle is decelerated at an constant acceleration before the vehicle arrives at the next station, and that before decelerating, the vehicle travels constantly at a third velocity when the vehicle passes the last traffic light, and the third velocity is calculated based on a traveling time taken from the last traffic light to the next station calculated considering the traveling schedule information, a traveling distance from the last traffic light to the next station, and the constant acceleration.
According to the present invention, the third velocity is calculated based on the following seventh relational expression and eighth relational expression,
t
y=(tg−tg2)+tm3 Seventh relational expression
t
y
=L
y
/V
3
+V
3/2a, Eighth relational expression
where V3 is the third velocity, a is constant acceleration, ty is a traveling time taken from the last traffic light to the next station, tg is an arrival time at the next station, tg2 is a time when the vehicle passes the last traffic light, tm3 is a margin for the traveling time ty, and Ly is a traveling distance from the last traffic light to the next station.
According to the present invention, the traveling assistant system further includes a detection means which detects a position and velocity of the vehicle traveling currently, and the velocity pattern calculation means is configured to correct the first to third velocities based on a current position and the velocity of the vehicle detected by the detection means.
Furthermore, the present invention provides a traveling assistant system for a vehicle without a contact wire, the traveling assistant system being configured to calculate a velocity pattern in a traveling interval from a current stop station to a next station. The traveling assistant system includes a memory means which previously stores traveling schedule information of the vehicle and information on a next station located on the traveling interval; and a velocity pattern calculation means which calculates a velocity pattern of the vehicle based on the traveling schedule information and the information on the next station, in which when calculating a velocity pattern in an interval between the current stop station and the next station, the velocity pattern calculation means calculates a velocity pattern which satisfies conditions that when the vehicle departs from the current stop station and when the vehicle arrives at the next station, the vehicle is accelerated or decelerated at an constant acceleration, and that the vehicle travels at a constant fourth velocity between acceleration and deceleration, and in which the fourth velocity is calculated based on a traveling time taken from the current stop station to the next station calculated considering the traveling schedule information, a traveling distance from the current stop station to the next station, and the constant acceleration.
Still further, according to the present invention, the fourth velocity is calculated based on the following ninth relational expression and tenth relational expression,
t
z=(tg−ts)+tm4 Ninth relational expression
t
z
=L
z
/V
4
+V
4
/a, Tenth relational expression
where V4 is the fourth velocity, a is constant acceleration, tz is a traveling time taken from the current stop station to the next station, tg is an arrival time at the next station, ts is a departure time from the current stop station, tm4 is a margin for the traveling time tz, and Lz is a traveling distance from the current stop station to the next station.
According to the present invention, the traveling assistant system further includes a detection means which detects a position and velocity of the vehicle traveling currently, in which the velocity pattern calculation means is configured to correct the fourth velocity based on a current position and the velocity of the vehicle detected by the detection means.
According to the traveling assistant system for the vehicle without the contact wire of the present invention, the acceleration and deceleration of the vehicle without the contact wire are limited to a single time or less in an interval between the current stop station and the first traffic light, an interval between the first traffic light of the multiple traffic lights and the second traffic light located next, and an interval between the last traffic light and the next station. As a result, energy consumption due to acceleration or deceleration can be suppressed. Furthermore, because a velocity pattern in which the constant velocity interval follows the acceleration or deceleration interval is calculated, the energy efficiency of the vehicle without the contact wire can be improved over a conventional case.
In addition, according to the traveling assistant system for the vehicle without the contact wire of the present invention, when no traffic light exists between the current stop station and the next station, a velocity pattern in which the acceleration and deceleration are implemented one time each and that after the acceleration, the vehicle travels at the constant velocity is calculated. Consequently, the energy efficiency of the vehicle without the contact wire can be improved as compared to a conventional case.
Furthermore, according to the traveling assistant system for the vehicle without the contact wire of the present invention, the velocity pattern calculation means acquires a current position and velocity of the vehicle without the contact wire from the detection means and corrects the velocity pattern of the vehicle without the contact wire. Consequently, even when delay or the like occurs in the vehicle without the contact wire due to a variety of conditions such as traffic jamming, the vehicle can be operated regularly according to the traveling schedule by correcting the velocity pattern.
Hereinafter, a traveling assistant system for a vehicle without a contact wire according to an embodiment of the present invention will be described with reference to the accompanying drawings.
The traveling assistant system 1 shown in
As shown in
The aforementioned traveling schedule information includes information on time table of the vehicle without the contact wire, for example, information on a departure time from a current stop station and information on an arrival time at a next station. The information on the next station includes position information of the next station and information on a distance up to the next station. Furthermore, the information on the traffic lights includes position information on traffic lights located on a traveling interval and information on a distance between respective traffic lights and a time when the traffic light changes from red to green and from green to red.
As shown in
Velocity Pattern in an Interval from a Current Stop Station to a First Traffic Light
Hereinafter, a method for calculating a velocity pattern in an interval from a current stop station to a first traffic light of multiple traffic lights using the traveling assistant system according to the embodiment of the present invention will be described with reference to accompanying drawings.
When calculating the velocity pattern in an interval from the current stop station to the first traffic light of the multiple traffic lights, the velocity pattern calculation means 3 calculates a velocity pattern which satisfies conditions that the vehicle without the contact wire is never stopped at the first traffic light, that the vehicle is accelerated at an constant acceleration “a” when it departs from the current stop station and that the vehicle without the contact wire travels at a constant first velocity V1.
A calculation method for the first velocity V 1 will be described with reference to
t
w=(tg′−ts)+tm1 (Equation 1)
Because the margin tm1 is considered proportional to the distance from the current stop station to the first traffic light, the equation 1 can be expressed as follows.
t
w=(tg′−ts)+kLw (Equation 2)
where Lw is a traveling distance from the current stop station to the first traffic light and k is a proportionality coefficient.
When calculating the first velocity V1, first, a minimum traveling time tmin taken from the current stop station to the first traffic light is introduced. The minimum traveling time tmin is a traveling time taken when the vehicle travels at a maximum velocity Vmax (Vmax>V1) in terms of the vehicle performance. Therefore, as shown in
I
1
=V
max
t
A′/2 (Equation 3)
I
2
=V
max(tmin−tA′) (Equation 4)
where tA′ is a time taken until the velocity increases to the maximum velocity Vmax from 0.
Next, a traveling distance Lw from the current stop station to the first traffic light is as follows, using the traveling distance I1 in the acceleration interval and the traveling distance I2 in the constant velocity interval.
L
w
=I
1
+I
2
=V
max
t
A′/2+Vmax(tmin−tA′)=Vmax tmin−Vmax tA′/2 (Equation 5)
Using a relationship of Vmax=atA′, the equation 5 is as follows.
t
min
=L
w
/V
max
+V
max/2a (Equation 6)
Lw can be input by using the aforementioned information about the traffic light, and Vmax and the acceleration “a” can be known preliminarily from the vehicle performance.
A relational expression between the first velocity V1 and the traveling time tw from the current stop station to the first traffic light can be obtained by replacing Vmax of the equation 6 with V1 and replacing tmin with tw.
t
w
=L
w
/V
1
+V
1/2a (Equation 7)
Next, a flow for calculation of the first velocity V1 will be described with reference to
As shown in
Next, in step S2, when the vehicle arrives at the first traffic light in the minimum traveling time tmin after it departs from the current stop station at a departure time ts, whether or not the first traffic light indicates red (stop) is determined. Upon this determination, the information of the traffic light described above is used.
Then, when the first traffic light indicates red, in step S3, a time ttarget when the first traffic light turns from red to green is substituted into tg′ in the equation 2. The equation 2 is transformed as follows.
t
w=(ttarget−ts)+kLw (Equation 8)
Finally, in step S4, tw obtained from a relationship with the equation 8 is substituted into equation 7 to obtain the first velocity V1.
On the other hand, when the first traffic light does not indicate red (that is, indicates green), in step S5, a time limit when the first traffic light changes from green to red the next time is substituted into tg′ in the equation 2.
The equation 2 is transformed as follows.
t
w=(tlimit−ts)+kLw (Equation 9)
Finally, in step S4, tw obtained by a relationship with the equation 9 is substituted into the equation 7 to obtain the first velocity V1. In the meantime, ttarget and tlimit can be input by using the aforementioned information on the traffic light and ts can be input by using the aforementioned traveling schedule information.
By the steps above, the first velocity V 1 can be obtained.
Hereinafter, a method for calculating a velocity pattern in an interval between the first traffic light of the multiple traffic lights and a second traffic light located next using the traveling assistant system according to the embodiment of the present invention will be described with reference to drawings.
When calculating a velocity pattern in an interval between the first traffic light of the multiple traffic lights and the second traffic light located next, the velocity pattern calculation means 3 calculates such a velocity pattern which satisfies conditions that the vehicle without the contact wire is never stopped at the second traffic light, that the vehicle is accelerated or decelerated at an constant acceleration “a” after it passes the first traffic light, that the acceleration and deceleration at the constant acceleration a are limited to a single time or less, and that the vehicle without the contact wire travels at a constant second velocity V2 after the acceleration or deceleration.
The calculation method for the second velocity V2 will be described with reference to
Assume that a traveling time from the first traffic light to the second traffic light located next is tx. Here, assume that a margin allowable to this traveling time tx is tm2. Assuming that a time when the vehicle passes the first traffic light is tg1 and an arrival time at the second traffic light is tg″, the traveling time tx can be expressed as follows.
t
x=(tg″−tg1)+tm2 (Equation 10)
Because the margin tm2 is considered proportional to a distance from the first traffic light to the second traffic light, the equation 10 can be expressed as follows.
t
x=(tg″−tg1)+kLx (Equation 11)
where Lx is a traveling distance from the first traffic light to the second traffic light and k is a proportionality coefficient.
When calculating the second velocity V2, first, a minimum traveling time tmin taken from the first traffic light to the second traffic light is introduced. The minimum traveling time tmin is a traveling time taken when the vehicle travels at a maximum velocity Vmax (Vmax>V2) in terms of the vehicle performance. When assuming that a velocity when the vehicle passes the first traffic light is Vo as shown in
I
1
=V
o
t
A″+(Vmax−Vo)tA″/2 (Equation 12)
I
2
=V
max(tmin−tA″) (Equation 13)
where tA″ is a time taken until the velocity Vo increases to the maximum velocity Vmax.
Next, a traveling distance Lx from the first traffic light to the second traffic light is as follows, using the traveling distance I1 in the acceleration interval and the traveling distance U2 in the constant velocity interval.
L
x
=I
1
+I
2
=V
o
t
A″(Vmax−Vo)tA″/2+Vmax(tmin−tA″)=Vmax tmin−(Vmax−Vo)tA″/2 (Equation 14)
Using a relationship of Vo+atA″, the equation 14 is transformed as follows.
t
min
=L
x
/V
max+(Vmax−Vo)2/2aVmax (Equation 15)
A relational expression between the second velocity V2 and the traveling time tx from the first traffic light to the second traffic light can be obtained by replacing Vmax of the equation 15 with V2 and replacing tmin with tx.
t
x
=L
x
/V
2+(V2−Vo)2/2aV2 (Equation 16)
Next, a flow for calculation of the second velocity V2 will be described with reference to
Next, in step S12, when the vehicle arrives at the second traffic light in the minimum traveling time tmin after it passes the first traffic light at the time tg1, whether or not the second traffic light indicates red (stop) is determined.
Then, when the second traffic light indicates red, in step S13, a time ttarget when the second traffic light turns from red to green is substituted into tg″ in the equation 11. The equation 11 is transformed as follows.
t
x=(ttarget−tg1)+kLx (Equation 17)
Finally, in step S14, tx obtained from a relationship with the equation 17 is substituted into equation 16 to obtain the second velocity V2.
On the other hand, when the second traffic light does not indicate red (that is, indicates green), in step S15, a time limit when the second traffic light changes from green to red the next time is substituted into tg″ in the equation 11.
The equation 11 is transformed as follows.
t
x=(tlimit−ts1)+kLx (Equation 18)
Finally, in step S14, tx obtained by a relationship with the equation 18 is substituted into the equation 16 to obtain the second velocity V2.
By the steps above, the second velocity V2 can be obtained.
Hereinafter, a method for calculating a velocity pattern in an interval between a last traffic light of the multiple traffic lights and a next station using the traveling assistant system 1 according to the embodiment of the present invention will be described with reference to drawings.
When calculating a velocity pattern in an interval between the last traffic light of the multiple traffic lights and the next station, the velocity pattern calculation means 3 calculates a velocity pattern which satisfies conditions that the vehicle is decelerated at an constant acceleration “a” before it arrives at the next station and that before decelerating, the vehicle without the contact wire travels constantly at a third velocity V3 when it passes the last traffic light.
The calculation method for the third velocity V3 will be described with reference to
Assume that a traveling time from the last traffic light to the next station is ty. Here, assume that a margin allowable to this traveling time ty is tm3. Assuming that a time when the vehicle passes the last traffic light is tg2 and an arrival time at the next station is tg, the traveling time ty can be expressed as follows.
t
y=(tg−tg2)+tm3 (Equation 19)
Because the margin tm3 is considered proportional to a distance from the last traffic light to the next station, the equation 19 can be expressed as follows.
t
y=(tg−tg2)+kLy (Equation 20)
where Ly is a traveling distance from the last traffic light to the next station and k is a proportionality coefficient.
As shown in
I
1
=V
3(ty−tA′″) (Equation 21)
I
2
=V
3
t
A′″/2 (Equation 22)
where tA′″ is a time taken until the velocity changes from V3 to 0.
Next, a traveling distance Ly from the last traffic light to the next station is as follows, using the traveling distance I1 in the constant velocity interval and the traveling distance I2 in the deceleration interval.
L
y
=I
1
+I
2
=V
3(ty−tA′″)+V3tA′″/2=V3ty−V3tA′″/2 (Equation 23)
Using a relationship of atA′″, the equation 23 is transformed as follows.
t
y
=L
y
/V
3
+V
3/2a (Equation 23)
As a result, the third velocity V3 can be obtained from the equation 20 and the equation 24.
Hereinafter, a method for calculating a velocity pattern in an interval between a current stop station and a next station using the traveling assistant system 1 according to the embodiment of the present invention will be described with reference to accompanying drawings. This calculation method may be used for a case in which no traffic light exists between the current stop station and the next station.
When calculating the velocity pattern in an interval between the current stop station and the next station, the velocity pattern calculation means 3 calculates such a velocity pattern which satisfies conditions that when the vehicle departs from the current stop station and when the vehicle arrives at the next station, it must be accelerated or decelerated at an constant acceleration “a” and that after the acceleration and before the deceleration, the vehicle without the contact wire travels constantly at a fourth velocity V4.
A calculation method for the fourth velocity V4 will be described with reference to
Assume that a traveling time taken from the current stop station to the next station is tz. Here, assume that a margin allowable to this traveling time tz is tm4. Assuming that a departure time from the current stop station is ts and an arrival time at the next station is tg, the traveling time tz can be expressed as follows.
t
z=(tg−ts)+tm4 (Equation 25)
Because the margin tm4 is considered proportional to the distance from the current stop station to the next station, the equation 25 can be expressed as follows.
t
z=(tg−ts)+kLz (Equation 26)
where Lz is a traveling distance from the current stop station to the next station and k is a proportionality coefficient.
As shown in
I
1
=V
4
t
A/2 (Equation 27)
I
2
=V
4(tz−tA−tB) (Equation 28)
I
3
=V
4
t
B/2 (Equation 29)
where tA is a time taken until the velocity changes from 0 to V4 and tB is a time taken until the velocity changes from V4 to 0.
Next, a traveling distance Lz from the current stop station to the next station is as follows using a relationship of tA=tB.
L
z
=I
1
+I
2
+I
3
=v
4
t
A/2+v4(tz−tA−tB)+v4tB/2=v4tz−v4tA (Equation 30)
Furthermore, the equation 30 is transformed as follows for the reason of v4=atA.
t
z
=L
z
/v
4
+v
4
/a (Equation 31)
Thus, the fourth velocity V4 can be obtained from the equation 26 and the equation 31.
Hereinafter, a method for correcting the velocity pattern during traveling of the vehicle without the contact wire using the traveling schedule apparatus 1 according to the embodiment of the present invention will be described with reference to drawings.
A case of correcting the velocity pattern in the constant velocity interval when the vehicle without the contact wire travels from the first traffic light to the second traffic light located next will be described as an example.
First, the configuration of the traveling assistant system 1 will be described. As shown in
Referring to
Assume that a traveling time from a current position to a second traffic light is tx′. Here, assume that a margin allowable to this traveling time tx′ is tm2′. When the current time is tg1′ and an arrival time at the second traffic light is tg″, the traveling time tx′ can be expressed as follows.
t
x′=(tg″−tg1′)+tm2′ (Equation 32)
Because the margin tm2′ is considered proportional to the distance from the current position to the second traffic light, the equation 32 can be expressed as follows.
t
x′=(tg″−tg1′)+kLx′ (Equation 33)
where Lx′ is a traveling distance from the current position to the second traffic light and k is a proportionality coefficient.
When calculating the second velocity V2′ after the correction is done, first, a minimum traveling time tmin taken from the current position to the second traffic light is introduced. The minimum traveling time tmin is a traveling time taken when the vehicle travels at a maximum velocity V. (Vmax>V2′) in terms of the vehicle performance. Therefore, as shown in
I
1
=V
o
t
A″+(Vmax−Vo)tA″/2 (Equation 34)
I
2
=V
max(tmin−tA″) (Equation 35)
where tA″ is a time taken until the velocity changes from Vo to the maximum velocity Vmax.
Next, a traveling distance Lx′ from the current position to the second traffic light is as follows, using the traveling distance I1 in the acceleration interval and the traveling distance I2 in the constant velocity interval.
L
x
′=I
1
+I
2
=V
o
t
A″+(Vmax−Vo) tA″/2+Vmax(tmin−tA″)=Vmaxtmin−(Vmax−Vo)tA″/2 (Equation 36)
Using a relationship of Vmax=Vo+atA″, the minimum traveling time tmin is as follows.
t
min
=L
x
″/V
max+(Vmax−Vo)2/2aVmax (Equation 37)
In the meantime, Lx′ can be input using the aforementioned information on the traffic light and current position information detected by the detection means 4.
A relational expression between the second velocity V2′ after the correction and the traveling time tx′ from the current position to the second traffic light can be obtained by replacing Vmax of the equation 37 with V2′ and replacing tmin with tx′.
t
x
′=L
x
′/V
2′+(V2′−Vo)2/2aV2′ (Equation 38)
Next, a flow for calculation of the second velocity V2′ after the correction will be described with reference to
As shown in
Next, in step S22, when the vehicle arrives at the second traffic light in the minimum traveling time tmin since a current time tg1′, whether or not the second traffic light indicates red (stop) is determined.
If the second traffic light indicates red, in step S23, a time ttarget when the second traffic light changes from red to green the next time is substituted into tg″ of the equation 33. As a result, the equation 33 transforms as follows.
t
x′=(ttarget−tg1′)+kLx′ (Equation 39)
Finally, in step S24, tx′ obtained by a relationship with the equation 39 is substituted into equation 38 to obtain a second velocity V2′ after the correction.
On the other hand, if the second traffic light does not indicate red (that is, when it indicates green), in step S25, a time tlimit when the second traffic light changes from green to red the next time is substituted into tg″ of equation 33. Then, the equation 33 transforms as follows.
t
x′=(tlimit−tg1′)+kLx′ (Equation 40)
Finally, in step S24, tx′ obtained from a relationship with equation 40 is substituted into equation 38 to obtain a second velocity V2′ after the correction.
By the steps above, the second velocity V2′ after the correction can be obtained.
When the vehicle without the contact wire travels from the current stop station to the first traffic light, the same method as the calculation method described above may be used to correct the velocity pattern during the constant velocity traveling.
According to the traveling assistant system 1 for the vehicle without the contact wire of this embodiment, the acceleration and deceleration of the vehicle without the contact wire are limited to a single time or less in an interval between the current stop station and the first traffic light, an interval between the first traffic light of the multiple traffic lights and the second traffic light located next and an interval between the last traffic light and the next station. As a result, energy consumption due to acceleration or deceleration can be suppressed. Furthermore, because a velocity pattern in which the constant velocity interval follows the acceleration or deceleration interval is calculated, the energy efficiency of the vehicle without the contact wire can be improved over a conventional case.
In particular, by using a calculation method of the aforementioned velocity pattern, even when a plurality of the traffic lights are provided, a velocity pattern that the acceleration and deceleration are implemented one time each and that the vehicle travels from the current stop station to the next station while it travels at a constant velocity between the acceleration and the deceleration can be calculated as an optimum example. As a result, the energy efficiency of the vehicle without the contact wire is improved further.
Furthermore, according to the traveling assistant system 1 for the vehicle without the contact wire of this embodiment, when no traffic light exists between the current stop station and the next station, a velocity pattern in which the acceleration and deceleration are implemented one time each and after the acceleration, the vehicle travels at the constant velocity is calculated. Consequently, the energy efficiency of the vehicle without the contact wire can be improved over a conventional case.
In the traveling assistant system 1 for the vehicle without the contact wire of this embodiment, the velocity pattern calculation means 3 acquires a current position and velocity of the vehicle from the detection means 4 and corrects the velocity pattern of the vehicle. Consequently, even when a delay or the like occurs in the vehicle due to a variety of conditions such as a traffic jam, the vehicle can be operated regularly according to the traveling schedule by correcting the velocity pattern.
Although the embodiments of the present invention have been described above, the present invention is not restricted to the embodiments described previously, and they may be changed or modified in various ways within the technical concept of the invention.
| Number | Date | Country | Kind |
|---|---|---|---|
| 2009-286088 | Dec 2009 | JP | national |
| Filing Document | Filing Date | Country | Kind | 371c Date |
|---|---|---|---|---|
| PCT/JP2010/064209 | 8/24/2010 | WO | 00 | 1/12/2012 |
