By Huide Zhou
Université de Technologie de Belfort-Montbéliard
E-mail: [email protected]
Version: 0.1
Motive
The Cell-Transmission Model (CTM) is an accurate model for the transportation system. It was originally employed for simulating the highway system. Later, its application was expanded into the urban transportation. Now, CTM has become a widely-used simulation tool, and an important element of the related commercial software TRANSYT since its 13th version.
However, to my knowledge, there has not been a non-commercial CTM software for the simulation of the urban transportation system yet. The objective of this project is to design such a toolkit in platform of MATLAB which can build up and run CTM models for any transportation system by following certain principles. The subsequent part will describe these modeling principles and the way to use this toolkit.
Overview
CTM is composed by "cells" which are connected by "links". The behaviors of cells and links determine the dynamic of the system. But, if the modeling is performed in the level of cells and links, it would be very inconvenience. Because even a simple system, like a single intersection, can contain enormous cells and links. Hence, as the effective modeling tool, it must allow people build the model in an upper level.
The current version chooses the lanes and intersections. People need only concern the traffic lanes and the intersections, the corresponding cells and links can be automatically created and controlled.
Modeling
Cells
A cell is the minimum unit of CTM. Generally, there are three types:
normal cell
A normal cell represents a piece of traffic area. The vehicles can move into a cell, stay there or move out of it. Its setting consists of the capacity, the number of contained vehicles and the possible maximum flow rate.
input cell
An input cell represents the outside of the transportation system which feeds the vehicles into the traffic area. It is only the abstract representation of the traffic demands, which doesn't physically exist. Its setting consists of the input flow rate and the number of vehicles which want to enter the system currently.
output cell
An output cell represents the outside which absorbs the vehicles from the system. It is the abstract representation of the destination, which doesn't physically exist either. Its setting consists of the number of vehicles which have leave the system to this cell.
Links
The links describe how the cells are connected. There are also three types:
direct link
The direct link is the most common type, which connects two cells. In any interval, the flow volume of a direct link is the minimum of the possible output of the upstream cell and the possible input of the downstream cell.
merge link
The merge link describes the case that the vehicles from two cells want to enter the same third cell. Its volume is determined by the possible outputs of two upstream cells, the possible input of the downstream cell and the proportion (spill back) of two directions.
diverge link
The diverge link describes the case that the vehicles from a cell will separate into two cells. Its volume is determined by the possible output of the upstream cell, the possible inputs of two downstream cells and the proportion of two directions.
Note that in order to simplify the model and increase the simulation efficiency, the merge link and diverge link both only concern two directions. If the real merge or the diverge involves more than two directions, it should be represented by more than one links.
Traffic Lanes
The traffic lanes are usually the minimal measurable units of the traffic area. Indeed, they are also the minimal controlled units by the signals. That's why I choose them as the upper-element for the modeling.
In detail, by considering the positions, the lanes can be classified into three types:
normal lane
Most lanes belong to this class. A normal lane has input flow, output flow, and it connects two intersections. The traffic area of a lane will be separated into several cells automatically after the parameters of the lane are given. Furthermore, a normal lane also includes a input cell and a output cell to represent its input and output flow.
input lane
The input lane is like the normal lane. There are two major differences. One is that the input lane has no upper intersection. The other is that there is no need to consider the output flow on it, so it has no output cell.
output lane
The output lane is the simplest type of lane. It only corresponds to an output cell.
Traffic Intersections
The traffic intersections are the areas where different traffic flows meet and conflict. A typical intersection consists of the input lanes, the output lanes and the conflict area.
To describe the flows within the intersection, the conflict area should be separated into several cells to simplify the modeling.
Then, in different phase, the flows in one intersection are different. Hence, every phase corresponds to a set of links.
The setting of an intersection consists of two steps:
Add the intersection with the setting of the inner cells;
Add phases by defining their correspondent sets of links.
Example
To explain better the modeling process, this part will build the CTM for a network including four intersections.
These four intersections all have two phases corresponding to the horizontal and vertical directions. According to the following picture, the conflict area is divided into 6 inner cells, and the two phases both have 6 links.
The Cell-Transmission Model of the whole system is illustrated as follows. It is observed that the system includes 8 normal lanes, 8 input lanes and 8 output lanes.
examples\example_4intersection.m describes the modeling process and the simulation in detail.
Function References
The functions in scripts forder are introduced in this section.
reset_ctm(vf,w,v_l,pos_dt)
@objective: reset the Cell-Transmission Model vf: free speed of the vehicles (m/s) w: spill back speed (m/s) v_l: average vehicle length (m) pos_dt: possible simulation interval (s)
@note: if the parameters are default, their values are set to be (10,10,5,1)
index = ctm_add_lane(t,cap,sat_rate,in_rate,out_rate)
@objective: add a lane to the Cell-Transmission Model t(type): 0(normal)|1(input)|2(output); int cap: capacity; int sat_rate: saturation flow rate; float in_rate: input flow rate; float out_rate: rate of exit flow to all input flow; float [0,1] index: return index of the new lane
index = ctm_add_int(in_lanes,out_lanes,cells)
@objective: add an intersection to the Cell-Transmission Model in_lanes: list of input lanes out_lanes: list of output lanes cells: information of the inner cells of the intersection [cap rate;...] index: return the index of new intersection
ctm_add_phase(index,links)
@objective: add a phase to an intersection of the Cell-Transmission Model index: index of the intersection links: information of the correspondent links of the phase [type p c1t c1i c2t c2i c3t c3i;...]
ctm_set_queue(index,q)
@objective: set the queue length of one lane index: index of the lane q: queue length
ctm_set_phase(index,f)
@objective: set the phase of one intersection index: index of the intersection f: phase
is_valid = ctm_check_cells()
@objective: check the validation of the lengths of all cells is_valid: return the checking result; true|false
is_valid = ctm_check_phases()
@objective: check the validation of the phases of all intersections is_valid: return the checking result; true|false
ctm_clean_all()
@objective: clean the Cell-Transmission Model to the state before any simulation
ctm_start(queues,phases)
@objective: start the simulation of the Cell-Transmission Model queues: list of queue lengths of all lanes phases: list of phases of all intersections
@note: when this function is called without parameters, it will check the current states and start the simulation directly if the current states are valid
ctm_stop
ctm_simulation(dt)
@objective: run the simulation of the Cell-Transmission Model dt: simulation interval
ctm_add_inputs(inputs)
@objective: add impulsive input to the lanes inputs: impulsive inputs to all lanes
ctm_mod_lane_rate(index,attr,rate)
@objective: modify the rate of lane index: index of the lane attr: specify the objective rate, 'in'|'out'|'sat' rate: new value of rate
ctm_switch_int(index)
@objective: switch the intersection into next phase index: index of the intersection
c_lens = ctm_read_cells()
@objective: read the lengths of all cells c_lens: return the vector of all cell lengths
queues = ctm_read_lanes()
@objective: read the lengths of all lanes queues: return the vector of all queue lengths
phases = ctm_read_phases()
@objective: read the current phases of all intersections phases: return the vector of all intersection current phases
delays = ctm_read_lane_delays()
@objective: read the delays of all lanes delays: return the vector of delays of all lanes
delay = ctm_read_total_delay()
@objective: read the total delay of the Cell-Transmission Model delay: return the total delay
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