Short-time traffic flow prediction method and device
A technology of traffic flow and prediction method, applied in the field of transportation, can solve the problems of complex training process, difficult to achieve online adjustment, slow convergence speed, etc., to achieve the effect of improving prediction accuracy, easy promotion, and realizing online adjustment.
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Embodiment 1
[0029] figure 1 It is the realization flowchart of the short-term traffic flow forecasting method that the embodiment of the present invention provides, is described in detail as follows:
[0030] In step S101, a macroscopic traffic flow model is obtained;
[0031] In step S102, determine state vector, state equation, observation vector and observation equation;
[0032] In step S103, a data assimilation system framework for traffic flow forecasting is constructed;
[0033] In step S104, the observation data of different observation period types are classified and sampled; in step S105, the historical observation data is fused, and based on the data assimilation method of the adjusted ensemble Kalman filter, the observation value missing at the current moment is completed;
[0034] In step S106, based on the data assimilation method, the model parameters of the macro traffic flow model are corrected and adjusted;
[0035] In step S107, the traffic flow at the future moment ...
Embodiment 2
[0038] The embodiment of the present invention describes the macroscopic traffic flow model, and the macroscopic traffic flow model is specifically:
[0039]
[0040]
[0041] q i (t)=β(v i (t)·ρ i (t))+(1-β)(v i+1 (t)·ρ i+1 (t)) (3)
[0042]
[0043] where: ρ i (t) is the traffic density at time t on road section i;
[0044] v i (t) is the average speed of the vehicle at time t on road section i;
[0045] q i (t) is the traffic flow at the boundary point between road section i and road section i+1 at time t;
[0046] r i (t),s i (t) are respectively the inflow and outflow flow values on road segment i at time t;
[0047] Δt is the time gain;
[0048] lambda i is the number of lanes on road segment i;
[0049] v e (·) is the velocity at the equilibrium state, which can be obtained by formula (4), where:
[0050] v f ,ρ cr , α are the free speed, the critical traffic density, and the exponent of the speed equation when the road is clear, respective...
Embodiment 3
[0054] The embodiment of the present invention describes the determination of the state part and the observation part, and the details are as follows:
[0055] We take the traffic density and average speed as the state vector X(t), that is, X(t)=(ρ,v) t ;Take the traffic flow as the observation vector Y(t), that is, Y(t)=(q) t ; Formula (1) and formula (2) in the macro-traffic flow model are used as the state equation; formula (3) is used as the observation equation.
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