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Volumn , Issue 2286, 2012, Pages 76-83

Rationale for incorporating queue discharge flow into highway capacity manual procedure for analysis of freeway facilities

Author keywords

[No Author keywords available]

Indexed keywords

HIGHWAY ENGINEERING; QUEUEING THEORY; SHOCK WAVES; TRAFFIC CONTROL;

EID: 84867809063     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2286-09     Document Type: Article
Times cited : (15)

References (16)
  • 1
    • 0003678532 scopus 로고    scopus 로고
    • Transportation Research Board of the National Academies, Washington D. C.
    • Highway Capacity Manual 2010. Transportation Research Board of the National Academies, Washington D. C. 2010.
    • (2010) Highway Capacity Manual 2010
  • 3
    • 53049087575 scopus 로고    scopus 로고
    • Predicting the impacts of intelligent transportation systems on freeway queue discharge flow variability
    • Transportation Research Board of the National Academies, Washington D. C.
    • Dowling, R. G., A. Skabardonis, and D. B. Reinke. Predicting the Impacts of Intelligent Transportation Systems on Freeway Queue Discharge Flow Variability. In Transportation Research Record: Journal of the Transportation Research Board, No. 2047, Transportation Research Board of the National Academies, Washington, D. C., 2008, pp. 49-56.
    • (2008) Transportation Research Record: Journal of the Transportation Research Board No. 2047 , pp. 49-56
    • Dowling, R.G.1    Skabardonis, A.2    Reinke, D.B.3
  • 4
    • 79551607835 scopus 로고    scopus 로고
    • Identification and calibration of site-specific stochastic freeway breakdown and queue discharge
    • Transportation Research Board of the National Academies, Washington D. C.
    • Jia, A., B. M. Williams, and N. M. Rouphail. Identification and Calibration of Site-Specific Stochastic Freeway Breakdown and Queue Discharge. In Transportation Research Record: Journal of the Transportation Research Board, No. 2188, Transportation Research Board of the National Academies, Washington, D. C., 2010, pp. 148-155.
    • (2010) Transportation Research Record: Journal of the Transportation Research Board No. 2188 , pp. 148-155
    • Jia, A.1    Williams, B.M.2    Rouphail, N.M.3
  • 7
    • 0002487002 scopus 로고
    • Freeway capacity drop and the definition of capacity
    • TRB National Research Council, Washington D. C.
    • Hall, F. L., and K. Agyemang-Duah. Freeway Capacity Drop and the Definition of Capacity. In Transportation Research Record 1320, TRB, National Research Council, Washington, D. C., 1991, pp. 91-98.
    • (1991) Transportation Research Record 1320 , pp. 91-98
    • Hall, F.L.1    Agyemang-Duah, K.2
  • 12
    • 33746931783 scopus 로고    scopus 로고
    • Relation between traffic density and capacity drop at three freeway bottlenecks
    • Chung, K., J. Rudjanakanoknad, and M. Cassidy. Relation Between Traffic Density and Capacity Drop at Three Freeway Bottlenecks. Transportation Research Part B, Vol. 41, No. 1, 2007, pp. 82-95.
    • (2007) Transportation Research Part B , vol.41 , Issue.1 , pp. 82-95
    • Chung, K.1    Rudjanakanoknad, J.2    Cassidy, M.3
  • 13
    • 20444467223 scopus 로고    scopus 로고
    • Empirical study of traffic features at a freeway lane drop
    • Bertini, R. L., and M. T. Leal. Empirical Study of Traffic Features at a Freeway Lane Drop. Journal of Transportation Engineering, Vol. 131, No. 6, 2005, pp. 397-407.
    • (2005) Journal of Transportation Engineering , vol.131 , Issue.6 , pp. 397-407
    • Bertini, R.L.1    Leal, M.T.2
  • 14
    • 0002853474 scopus 로고
    • Two-capacity phenomenon at freeway bottlenecks: A basis for ramp metering?
    • TRB National Research Council, Washington D. C.
    • Banks, J. H. Two-Capacity Phenomenon at Freeway Bottlenecks: A Basis for Ramp Metering? In Transportation Research Record 1320, TRB, National Research Council, Washington, D. C., 1991, pp. 83-90.
    • (1991) Transportation Research Record 1320 , pp. 83-90
    • Banks, J.H.1
  • 16
    • 0028481056 scopus 로고
    • The cell transmission model: A dynamic representation of highway traffic consistent with the hydrodynamic theory
    • Daganzo, C. F. The Cell Transmission Model: A Dynamic Representation of Highway Traffic Consistent with the Hydrodynamic Theory. Transportation Research Part B, Vol. 28, No. 4, 1994, pp. 269-287.
    • (1994) Transportation Research Part B , vol.28 , Issue.4 , pp. 269-287
    • Daganzo, C.F.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.