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Fig 1.

Typical architecture of SDWMN [7, 8].

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Fig 2.

Typical architecture of Kafka [6].

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Table 1.

Summary of reviewed data sources and communication link using in TMS.

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Fig 3.

Proposed architecture for road traffic morning application.

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Fig 4.

PhayaThai-1 unreachable case.

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Fig 5.

PhayaThai-6 unreachable case.

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Fig 6.

Operational flow chart of Kafka producer application with local broker switching mechanism inside the mesh node.

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Fig 7.

Operational flow chart of Kafka consumer application in local traffic controller box.

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Fig 8.

Operational flow chart of traffic controller box application to relay locally received messages to external Kafka broker.

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Fig 9.

Operational flow chart of external Kafka consumer application in central traffic command centre.

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Fig 10.

Location of local broker 1 at the junction of Phaya Thai road and Rama 4 road (near Sam Yan).

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Fig 11.

Location of local broker 2 at the junction of Phaya Thai Road and Chulalongkorn Soi 12 (near Mahboonkrong).

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Fig 12.

Installation of local broker 1 at specific traffic police controller box in (a) and (b).

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Fig 13.

Installation of local broker 2 at specific traffic police controller box.

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Fig 14.

Components for wireless mesh node inside waterproof box.

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Fig 15.

Snapshot example of monitoring application at external broker.

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Fig 16.

End-to-end average latency of image messages received at each broker for each wireless node (Phaya Thai road test).

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Fig 17.

Image message loss percentage measurement by traffic monitoring application at local brokers and external broker (Phaya Thai road test).

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Fig 18.

Local broker switching time of PhayaThai-2 and PhayaThai-5 in seconds (Phaya Thai road test).

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Fig 19.

Practical operation status of SDWMN control plane for 13 hours testing (Phaya Thai road test).

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Fig 20.

Laboratory-based emulated outdoor network.

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Fig 21.

Routing of OLSR network.

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Fig 22.

Routing of SDWMN network.

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Table 2.

Different cases tested for the comparison.

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Fig 23.

Example of case 1 for OLSR and SDWMN.

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Fig 24.

Example of case 2 for OLSR and SDWMN.

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Fig 25.

Example of case 3 for OLSR and SDWMN.

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Fig 26.

Time needed to re-route to alternative route.

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Fig 27.

Time needed to restore to primary route.

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Fig 28.

End-to-end average latency for PhayaThai-2 node for primary route and alternative route after re-routing/restoration completion.

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