1. A method of air time management on a channel in a multi-access channel network, in which a master station coordinates communications among a number of subscriber stations sharing the channel and operating, at a physical layer of a connection, according to an adaptive operating mode assigned by the master station, the method comprising:
a) allotting a default physical layer operating mode to each terminal station during a planning phase;
b) during operation, whenever bandwidth is to be allocated to an uplink or a downlink communication, determining whether the physical layer mode currently used by a subscriber station associated with the communication is less efficient than the default mode of the station; and
c1) if the currently used physical layer mode is as efficient as, or more efficient than, the default mode, allotting the communication a time slot with such a duration as to meet the bandwidth need; and
c2) if the currently used physical layer mode is less efficient than the default mode, allotting the communication a time slot having a duration that would meet the bandwidth need if the station would operate with the default mode, whereby only a portion of a data burst can be transmitted.
2. The method as claimed in claim 1, wherein steps b, c1, c2 are repeated whenever the physical layer operating mode is updated.
3. The method as claimed in claim 2, wherein each physical layer mode of operation is associated with a different modulation.
4. The method as claimed in claim 1, wherein each physical layer mode of operation is associated with a different modulation.
5. The method as claimed in claim 1, wherein the connection is a variable rate guaranteed bandwidth connections, for which high priority and low priority traffic is defined, or a variable rate connection for which the whole traffic is considered as low priority traffic.
6. The method as claimed in claim 5, wherein the connection is only for low priority traffic.
7. The method as claimed in claim 5, wherein the connection is for both the high priority traffic and the low priority traffic.
8. The method as claimed in claims 7, wherein for a terminal station currently operating at a physical layer mode less efficient than the default mode, data of the high priority traffic that could not be transmitted during the time slot are handled as if they belonged to the low priority traffic.
9. The method as claimed in claims 1, wherein for a terminal station currently operating at a physical layer mode less efficient than the default mode, data of the high priority traffic that could not be transmitted during the time slot are handled as if they belonged to the low priority traffic.
10. A device for air time management on a channel in a multi-access channel network where a master station coordinates communications among a number of subscriber stations sharing the channel and operating, at a physical layer of a connection, according to an adaptive mode of operation assigned by the master station, the device comprising:
a memory for storing information about default physical layer modes of operation determined, in a planning phase, for the subscriber stations;
a comparator for receiving information about a current mode of operation used by a subscriber station concerned in a communication to which air time is to be allotted, and for comparing such current mode of operation to the default mode of operation of that station; and
a controller connected to the comparator, for determining a length of a time slot to be allotted to the communication, the length being such as to meet a bandwidth need for the communication if the current physical layer mode is as efficient as, or more efficient than, the default mode, whereas, if the currently used physical layer mode is less efficient than the default mode, the length is the length that would meet the bandwidth need if the station would operate in the default mode.
11. The device as claimed in claim 10, wherein the comparator and the controller are controlled by a traffic priority evaluator in such a manner that a station operating with a physical layer mode less efficient than the default mode is served as if it was operating with the default mode only in case of low priority traffic.
12. The device as claimed in claim 10, wherein the comparator and the controller are controlled by a traffic priority evaluating means in such a manner that a station operating with a physical layer mode less efficient than the default mode is served as if it was operating with the default mode in case of both low priority and high priority traffic.
The claims below are in addition to those above.
All refrences to claim(s) which appear below refer to the numbering after this setence.
1. A method for preparing a screed assembly for starting a new paving operation, the method comprising:
resetting the screed assembly to a pre-stored screed position in response to a user command;
receiving a user defined paving depth associated with the new paving operation;
positioning the screed assembly to rest on a paving surface in response to a user command;
activating a float mode of the screed assembly in response to a user command;
setting an angle of attack of the screed assembly associated with the new paving operation in response to a user command;
adjusting a height of the screed assembly based on the user defined paving depth; and
providing a confirmation message to a user, the confirmation message is indicative of the screed assembly prepared for the new paving operation;
whereby the screed assembly is adjusted and calibrated before starting the new paving operation.
2. The method of claim 1 further comprising receiving a user command to start the new paving operation.
3. The method of claim 1, wherein adjusting the height of the screed assembly further comprises adjusting a trailing edge of the screed assembly based on the user defined paving depth.
4. The method of claim 1, wherein setting the angle of attack and adjusting the height of the screed assembly further comprises adjusting a plurality of actuators associated with a plurality of lift cylinders and tow arms associated with the screed assembly.
5. The method of claim 4 further comprising applying a predetermined amount of hydraulic pressure on a head end of the plurality of lift cylinders associated with the screed assembly prior to starting the new paving operation.
6. The method of claim 5 further comprising adjusting the amount of pressure applied to the plurality of actuators associated with the screed assembly to maintain the predefined angle of attack after the start of the new paving operation.
7. The method of claim 5 further comprising removing the predetermined amount of hydraulic pressure from the head end of the plurality of lift cylinders associated with the screed assembly after the start of the new paving operation.
8. The method of claim 1 further comprising activating a plurality of machine controls associated with the paving machine after the start of the new paving operation.
9. The method of claim 1 further comprising generating an alarm prior to providing the confirmation message.
10. A paving machine comprising:
a screed assembly;
a plurality of actuators associated with the screed assembly, the actuators being configured to adjust a position of the screed assembly;
a plurality of sensors each configured to sense a respective position parameters associated with the plurality of actuators, the position parameters indicative of the position of the screed assembly;
a user interface configured to prepare the screed assembly for a new paving operation, the user interface being configured to facilitate a user to:
provide a user command to start the new paving operation;
provide a user command to reset the screed assembly to a pre-stored screed position;
provide a user command to position the screed assembly to rest on a paving surface;
provide a user command to activate a float mode of the screed assembly;
provide a user command to set an angle of attack of the screed assembly associated with the new paving operation; and
define a paving depth associated with the new paving operation; and
a controller in communication with the sensors and the user interface, the controller being configured to:
receive one or more sensed position parameter from the plurality of sensors associated with the screed assembly;
determine a first reference position of the screed assembly based on the sensed position parameter from the plurality of sensors when the screed assembly is in the float mode;
determine a second reference position of the screed assembly based on the user defined paving depth and the pre-defined angle of attack;
adjust an amount of pressure applied to the plurality of actuators associated with the screed assembly based on the first reference position and the second reference position to set the screed assembly to the second reference position and to prepare the screed assembly for the new paving operation.
11. The paving machine of claim 10, wherein the controller is further configured to provide a message via the user interface, the message indicative of the prepared screed assembly for the new paving operation based on the user defined paving depth and the angle of attack.
12. The paving machine of claim 11, wherein the controller is configured to generate an alarm prior to providing the message via the user interface.
13. The paving machine of claim 10, wherein the controller is further configured to adjust a trailing edge of the screed assembly based on the user defined paving depth.
14. The paving machine of claim 10, wherein the controller is further configured to apply a predetermined amount of hydraulic pressure on a head end of the plurality of lift cylinders associated with the screed assembly prior to starting the new paving operation.
15. The paving machine of claim 14, wherein the controller is further configured to adjust the pressure supplied to the plurality of actuators to maintain the predefined angle of attack after the start of the new paving operation.
16. The paving machine of claim 14, wherein the controller is further configured to remove the predetermined amount of hydraulic pressure from the head end of the plurality of lift cylinders associated with the screed assembly after the start of the paving operation.
17. A paving machine comprising:
a screed assembly;
a plurality of tow arms and lift cylinders having respective actuators configured to adjust a position of the screed assembly;
a controller configured to adjust a pressure supplied to the actuators associated with the tow arms and the lift cylinders to:
reset the screed assembly to the pre-stored screed position in response to the user command to reset the screed assembly to the pre-stored screed position;
position the screed assembly to rest on the paving surface in response to the user command to position the screed assembly to rest on the paving surface;
activate the float mode in response to the user command to activate the float mode of the screed assembly;
set the angle of attack of the screed assembly in response to the user command to set the angle of attack associated with the new paving operation; and
adjust a height of the screed assembly based on the user defined paving depth received via the user interface;
whereby the screed assembly is adjusted and calibrated before starting the new paving operation.
18. The paving machine of claim 17, wherein the controller is further configured to provide a message via the user interface, the message indicative of the prepared screed assembly for the paving operation.
19. The paving machine of claim 17, wherein the screed assembly includes a screed plate having a trailing edge and wherein the user interface is further configured to facilitate the user to adjust the trailing edge of the screed plate based on the user defined paving depth.
20. The paving machine of claim 17, wherein the user interface is further configured to facilitate the user to provide an acknowledgement indicative of the prepared screed assembly for the paving operation.
21. A paving machine comprising:
a screed assembly;
a lift cylinder to adjust a position of the screed assembly;
a controller configured to:
determine a residual pressure, which is used to lower the screed assembly into contact with a paving surface;
determine when the screed assembly starts a new paving operation;
determine when the screed assembly is in a float mode;
determine when a speed of the machine is greater than zero;
apply the residual pressure to the lift cylinder when the screed assembly starts the new paving operation, the screed assembly is in the float mode, and the speed is greater than zero.
22. The paving machine of claim 21, wherein the controller is further configured to remove the residual pressure when the machine travels a predetermined distance.