Method for operating a rail vehicle along a railway line
10683021 ยท 2020-06-16
Assignee
Inventors
Cpc classification
B61L15/0062
PERFORMING OPERATIONS; TRANSPORTING
B61L27/16
PERFORMING OPERATIONS; TRANSPORTING
B60T8/3235
PERFORMING OPERATIONS; TRANSPORTING
B61L15/0058
PERFORMING OPERATIONS; TRANSPORTING
International classification
B61L3/00
PERFORMING OPERATIONS; TRANSPORTING
B60T8/17
PERFORMING OPERATIONS; TRANSPORTING
B60T17/22
PERFORMING OPERATIONS; TRANSPORTING
B61L27/00
PERFORMING OPERATIONS; TRANSPORTING
Abstract
A method operates a rail vehicle along a railway line. Accordingly, a trip of the rail vehicle has a travel section along the railway line, which travel section ends before or at a hazard point of the railway line. The rail vehicle, in a protection mode, is braked starting from a first speed during a braking phase at the start of the travel section. During the braking phase, a kinetic quantity of the kinetic energy amount of the rail vehicle is absorbed by an energy absorption unit. The braking phase is followed by an energy dissipation phase, in which part of the absorbed energy is discharged. The travel section is defined such that an energy state parameter representative of a vehicle energy amount, which energy state parameter takes into account the energy amount present in the energy absorption unit, satisfies a condition at the hazard point.
Claims
1. A method for operating a rail vehicle along a railway line, a journey of the rail vehicle along the railway line includes a travel section ending before or at a hazard point of the railway line, which comprises the steps of: braking the rail vehicle, after receiving a protection mode signal, starting from a first speed, at a start of the travel section during a braking phase, during the braking phase, a quantity of kinetic energy of the rail vehicle is absorbed by an energy absorption unit of the rail vehicle; following the braking phase with an energy dissipation phase in which at least a portion of absorbed energy is discharged by the energy absorption unit; and defining the travel section in such a way that an energy state parameter, which is representative of vehicle energy and which takes into account at least energy present in the energy absorption unit, satisfies a maximum permitted vehicle energy condition at the hazard point.
2. The method according to claim 1, wherein the energy state parameter takes into account a current mass of the rail vehicle.
3. The method according to claim 1, wherein the energy state parameter is representative of the vehicle energy resulting from the kinetic energy and a potential energy of the rail vehicle and the energy present in the energy absorption unit.
4. The method according to claim 1, wherein the energy absorption unit contains braking device components of the rail vehicle that absorb at least a portion of the kinetic energy in a form of heat, wherein the energy dissipation phase corresponds to a cooling-down phase of the braking device components.
5. The method according to claim 1, which further comprises: acquiring a current value of the energy state parameter; extrapolating the energy state parameter at the hazard point starting from the current value; and generating the protection mode signal if an extrapolated state parameter does not satisfy the condition.
6. The method according to claim 5, which further comprises performing an extrapolation on a basis of data of the railway line that includes at least an elevation profile of the railway line, wherein the hazard point corresponds to a start of a down-gradient section.
7. The method according to claim 5, wherein the defining of the travel section in the protection mode comprises calculating a target speed that is to be reached at an end of the braking phase.
8. The method according to claim 7, which further comprises determining a characteristic quantity for an energy difference between the maximum permitted vehicle energy and extrapolated vehicle energy at the hazard point on a basis of the extrapolated state parameter, wherein the target speed is dependent on the energy difference.
9. The method according to claim 8, which further comprises calculating the target speed in such a way that the target speed produces kinetic energy and potential energy at the hazard point, a sum of which is less than the maximum permitted vehicle energy at least by a quantity of the energy difference.
10. The method according to claim 9, wherein in a first mode, dissipating at least the quantity of kinetic energy as an energy dissipation quantity during the energy dissipation phase.
11. The method according to claim 10, wherein in a second mode, calculating the target speed in such a way that less energy than the quantity of kinetic energy is dissipated as the energy dissipation quantity during the energy dissipation phase.
12. The method according to claim 1, wherein the step of defining the travel section in the protection mode includes calculating an energy dissipation phase distance required for the energy dissipation phase in dependence on an energy dissipation quantity on a basis of a cooling capacity characteristic curve of the energy absorption unit.
13. The method according to claim 1, wherein in a prompt mode, prompting a traction unit driver to initiate the braking phase at the start of the travel section.
14. The method according to claim 13, wherein in a forced intervention mode, initiating the braking phase automatically by a train protection unit.
15. The method according to claim 14, which further comprises detecting an inadequate response to the prompting in the prompt mode and the forced intervention mode is applied.
16. The method according to claim 1, wherein in an emergency mode, applying vehicle brakes until the rail vehicle comes to a standstill, the emergency mode is initiated if a presence of a fault is detected in the energy dissipation phase.
17. A train protection unit, comprising: a controller operating a rail vehicle along a railway line, a journey of the rail vehicle along the railway line includes a travel section ending before or at a hazard point of the railway line, said controller programmed to: brake the rail vehicle, after receiving a protection mode signal, starting from a first speed, at a start of the travel section during a braking phase, during the braking phase, a quantity of kinetic energy of the rail vehicle is absorbed by an energy absorption unit of the rail vehicle; follow the braking phase with an energy dissipation phase in which at least a portion of absorbed energy is discharged by the energy absorption unit; and define the travel section in such a way that an energy state parameter, which is representative of vehicle energy and which takes into account at least energy present in the energy absorption unit, satisfies a maximum permitted vehicle energy condition at the hazard point.
Description
BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWING
(1) Exemplary embodiments of the invention are explained in more detail with reference to the drawings, in which:
(2)
(3)
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DESCRIPTION OF THE INVENTION
(6)
(7) The layout of a drive unit 18 and a braking device 22 in a rail vehicle is sufficiently well-known and will not be explained in greater detail here.
(8) The considered embodiment of the rail vehicle 10 comprising the consist of coaches 12i.e. an embodiment as a formation known as a multiple unit trainsetis exemplary. In an alternative embodiment, the rail vehicle 10 may be embodied as a single traction vehicle, such as e.g. a locomotive, which is provided for operational deployment with driveless railway passenger cars or freight cars. The drawing of electrical energy from an external voltage supply 20 is likewise exemplary. In a further exemplary embodiment, the rail vehicle 10 may be equipped with its own dedicated energy source, such as in particular a combustion engine, which drives the driving axles 14 or by means of which electrical energy is generated for the power supply unit 16.
(9) The rail vehicle 10 further comprises a train protection unit 28. This has a unit 30 which is provided for interaction with trackside systems 31, and a controller 32. The unit 30 comprises in particular a train antenna. If defined operating situations are present, the interaction between the trackside systems 31 and the train protection unit 28 can trigger an intervention of the train protection unit 28 in the control of the rail vehicle 10. Thus, if e.g. a maximum permitted speed is exceeded or if a main signal indicating halt is passed without authority, the train protection unit 28 can initiate a forced braking of the rail vehicle 10. Known train protection systems are e.g. the PZB system (Punktuelle Zugbeeinflussung=spot or intermittent automatic train running control), LZB (Linien-Zug-Beeinflussung=linear or continuous automatic train running control), ATP (Automatic Train Protection), TBL (Transmission Balise-Locomotive train protection system), ATB (Automatische treinbeinvloeding automatic train protection system) and the ETCS system (European Train Control System).
(10) The operation of the train protection unit 28 is based on train information which is dependent on the configuration of the rail vehicle 10 and on the current operating states of its equipment. In particular, prior to an entry into service of the rail vehicle 10, information relating to its stopping power must be communicated to the train protection unit 28 (a process known as train data input). This information is evaluated by the train protection unit 28, in particular in order to take a stopping distance into account.
(11)
(12) In order to implement the below-described operating modes, the controller 32 of the train protection unit 28 is equipped with at least one computing unit (not shown) and at least one memory unit 33, in which corresponding executable programs are stored.
(13) The sets of information BVD and BSD are beneficially stored in a database (not shown in further detail) of the rail vehicle 10, to which database the train protection unit 28 has access. The sets of information POS, V, M and EQ are usually captured by way of corresponding sensor units (not shown in further detail).
(14) The components of the braking device 22 which absorb at least a portion of the kinetic energy of the rail vehicle 10 in a braking operation form an energy absorption unit 34. In particular, components 35 (
(15)
(16) The railway line 36 has a hazard point 38 corresponding to the start of a down-gradient section 40 of said railway line 36. The approaching of the hazard point 38 is determined on the basis of the data BSD as track section information. To that end, said data BSD comprises at least an elevation profile, which is shown in the diagram.
(17) The rail vehicle 10 is furthermore characterized by a maximum permitted energy E.sub.max. In particular, the maximum permitted energy corresponds to the maximum energy that can be absorbed by the braking device 22 as a function of its configuration. Said maximum energy is specified in advance and is critical to the configuration of the braking device 22.
(18) The maximum permitted energy E.sub.max, and therefore the configuration of the braking device 22, can be chosen in such a way that the vehicle energy E.sub.train is less than E.sub.max in all conceivable travel situations. The most unfavorable energy state of the rail vehicle 10 is critical in this case for defining the energy E.sub.max. It is assumed in this regard that the rail vehicle 10 is traveling at the maximum speed, has a critical mass and is located in a track section having a critical track grade. However, this imposes high demands on the braking device 22 in terms of its construction and, if necessary, an overdimensioning of the same, in particular in respect of permitted temperatures and energy absorption capacities of the brake components.
(19) In an alternative embodiment described in the present text, the maximum permitted energy E.sub.max may be fixed at a lower level, thereby enabling the braking device 22 to be implemented in a simpler configuration in terms of its construction.
(20) As the rail vehicle 10 travels along the railway line 36, an energy state parameter representative of the vehicle energy E.sub.train is determined continuously or at regular time intervals. A criterion applicable to the operation of the rail vehicle 10 in that case is that the current vehicle energy E.sub.train must not exceed the maximum permitted energy E.sub.max. This situation could occur in particular if the rail vehicle 10 is overloaded, i.e. has a mass exceeding a predefined maximum mass, is traveling along a down-gradient section having an incline exceeding a predefined maximum track grade, and/or if elements of the energy absorption unit 34 that are provided for absorbing energy through heat retention are already in a preheated state.
(21) The energy state parameter is representative of the vehicle energy E.sub.train resulting from the kinetic energy E.sub.kin, the potential energy E.sub.pot and the energy E.sub.Q contained in the energy absorption unit 34. The aforementioned sets of information M, V, BSD, POS, BVD and E.sub.Q are therefore referred to in order to determine said variable. In the exemplary embodiment under consideration, the energy state parameter corresponds to the vehicle energy E.sub.train itself. In a further embodiment, a variable from which the vehicle energy E.sub.train can unequivocally be derived can be chosen for the state parameter.
(22) The current potential energy E.sub.pot of the rail vehicle 10 is defined by the mass M of the rail vehicle 10 and a difference in elevation. In this case the latter corresponds to the difference in elevation between the current actual position POS of the rail vehicle 10 and the position on the section of track at which the rail vehicle 10 would come to a stop if an emergency braking operation were to be initiated at the maximum available braking power at the actual position POS.
(23) Starting from the current vehicle energy E.sub.train, the vehicle energy E.sub.trainGF at the hazard point 38 is extrapolated. The extrapolation is based on the assumption that the current driving pattern is maintained up to the hazard point 38. Due to the down-gradient section 40, the vehicle energy E.sub.trainGF at the hazard point 38 is greater by the quantity of a potential energy. This potential energy is dependent on the mass M of the rail vehicle 10 and the difference in elevation between the hazard point 38 and the point on the section of track at which the rail vehicle 10 would come to a stop if the brakes were to be applied with the maximum available power, starting at the hazard point 38. In an extreme case, the difference in elevation may correspond to the entire difference in elevation of the down-gradient section 40.
(24) If the vehicle energy E.sub.trainGF at the hazard point 38 exceeds the maximum permitted energy E.sub.max, a protection mode comprising the below-described measures is initiated by the train protection unit 28. If the extrapolated vehicle energy E.sub.trainGF is at a permitted level, the driving pattern can be maintained up to the hazard point 38.
(25) The protection mode that is to be initiated is aimed at bringing the rail vehicle 10 into an energy state at which the condition E.sub.trainE.sub.max is satisfied at the hazard point 38 at the latest.
(26) To that end, a travel section 42 which ends at the latest at the hazard point 38 is defined by the train protection unit 28. The travel section 42 is defined in such a way that the vehicle energy E.sub.train at the hazard point 38 corresponds to the maximum permitted energy E.sub.max or is less than the latter. The travel section 42 is defined by determining its starting point and by a driving pattern of the rail vehicle 10 which brings the rail vehicle 10 into the desired energy state.
(27) The driving pattern in the defined travel section 42 comprises a braking phase 44 in which the rail vehicle 10 is braked, starting from a first speed V.sub.0, until a target speed V.sub.Z is reached. Defining the travel section 42 comprises in particular determining the target speed V.sub.Z.
(28) It is assumed that the difference between the extrapolated vehicle energy E.sub.trainGF and the maximum permitted energy E.sub.max corresponds to an energy difference E.
(29) In a first mode of the protection mode, shown in the diagram of
(30) It should be noted at this juncture that the potential energy E.sub.potGF at the hazard point 38 is dependent on the target speed V.sub.Z. At a low target speed V.sub.Z, the stopping distance necessary between the brakes being applied at the hazard point 38 and the rail vehicle 10 coming to a standstill is less than at a higher target speed V.sub.Z. At the low target speed V.sub.Z, the stopping distance therefore ends at a higher point in the down-gradient section 40 which has a smaller difference in elevation relative to the hazard point 28 than a lower stopping distance end point brought about due to a higher speed.
(31) The last point in the travel section 42 from which an emergency braking operation can be initiated which, at the current target speed V.sub.Z, would lead to a standstill at the hazard point 38, is designated by the reference sign BWA, which forms the start of a stopping distance BW up to the hazard point 38. From said point BWA, the potential energy E.sub.pot increases continuously until it reaches the value E.sub.potGF at the hazard point 38.
(32) To ensure the vehicle energy E.sub.train at the hazard point 38 amounts at a maximum to the permitted energy E.sub.max, the braking phase 44 must be followed by an energy dissipation phase 46 in which at least the kinetic quantity E.sub.kin absorbed by the energy absorption unit 34 is discharged by the latter to the environment. This energy dissipation phase 46 corresponds in particular to a cooling-down phase of brake components of the braking device 22 which are elements of the energy absorption unit 34. The energy dissipated by the energy absorption unit 34 is called the energy dissipation quantity E.sub.Q. This corresponds in this first mode to the kinetic quantity E.sub.kin.
(33) In a second mode of the protection mode, shown in the diagram of
(34) Defining the travel section 42 in the cited modes additionally comprises determining the braking distance BS for the braking phase 44 and the energy dissipation phase distance EAS for the energy dissipation phase 46. For this, at least the starting point of the respective phase is defined in each case. The energy dissipation distance EAS is calculated as a function of the energy dissipation quantity E.sub.Q on the basis of a cooling capacity characteristic curve of the energy absorption unit 34. Information relating to the cooling behavior of the energy absorption unit 34 or of individual elements of the latter can be derived from said cooling capacity characteristic curve. In a special example, a time for reaching a specific temperature reduction can be determined from the cooling capacity characteristic curve. On this basis, and with knowledge of the current speed V, normally the target speed V.sub.Z, it is possible to calculate the energy dissipation distance EAS. The braking distance 44 is calculated on the basis of the aforementioned information BVD relating to the stopping power of the rail vehicle 10 and the current speed V.
(35) In order to initiate the braking phase 44 at the start of the travel section 42, the traction unit driver is prompted by the train protection unit 28e.g. by way of a display unitto brake the rail vehicle 10 to the specified target speed V.sub.Z. The braking distance BS is determined on the basis of braking deceleration values BVD that find application during a normal service braking operation.
(36) If it is detected by the train protection unit 28 that no response or an inadequate response on the part of the traction unit driver is present, e.g. a braking operation is initiated with insufficient braking deceleration, a braking operation to establish the target speed V.sub.Z is initiated automatically by the train protection unit 28 in a forced intervention mode. The braking distance BS is determined on the basis of braking deceleration values that find application during an emergency braking operation.
(37) In addition, the train protection unit 28 has an emergency mode in which the brakes are applied until the rail vehicle 10 comes to a standstill. This emergency mode is initiated if it is detected by the train protection unit 28 that the braking phase 44 is executed incorrectly in the forced intervention modee.g. at too low a decelerationor not at all. The emergency mode is also initiated if, following the braking phase 44, the presence of a fault is detected in the energy dissipation phase 46. This can be recognized e.g. by the fact that a temperature profile of components of the energy absorption unit 34 deviates from a temperature profile determined on the basis of a cooling capacity characteristic curve.