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Traffic Flow (LWR Model)/Evidence
Method evidence record

Traffic Flow (LWR Model)

The Lighthill-Whitham-Richards (LWR) model is a macroscopic traffic flow model that treats traffic as a compressible fluid, applying conservation of vehicles and a flow-density relationship. Introduced independently by Lighthill and Whitham (1955) and Richards (1956), the model predicts traffic wave propagation, congestion formation, and bottleneck behavior on highways.

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Source record

Citations copied verbatim from the method’s source record. No claim-level verification is inferred from them.

Lighthill-Whitham-Richards Model for Traffic Flow
Taxonomic method record · process-pipeline / civil-engineering
  • Lighthill, M. J., & Whitham, G. B. (1955). On kinematic waves I. Flow movement in long rivers. Proceedings of the Royal Society A, 229(1178), 281-316. · DOI 10.1098/rspa.1955.0088
  • Richards, P. I. (1956). Shock waves on the highway. Operations Research, 4(1), 42-51. · DOI 10.1287/opre.4.1.42
  • Daganzo, C. F. (1994). The cell transmission model: A dynamic representation of highway traffic consistent with the hydrodynamic theory. Transportation Research Part B, 28(4), 269-287. · DOI 10.1016/0191-2615(94)90002-7
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Related methods

Generated from the method graph and shown as machine-suggested relations — no evidence claim is inferred.

Same method familyHardy Cross Methodmachine-suggested · Relational suggestion, not evidence.Same method familyMODFLOW Groundwater Modelingmachine-suggested · Relational suggestion, not evidence.Same method familyMuskingum Routingmachine-suggested · Relational suggestion, not evidence.

Evidence status

Sources recorded, not reviewed

Bibliographic sources are present. Claim-level evidence review has not been performed.

Sources

3 recorded citations, copied from the method source record.

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