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• Transportation Research Board, (1950) Highway Capacity Manual, HRB and the Bureau of Public Roads, Washington, DC, USA.
• Webster, F. V., Cobbe, B. M., (1966) Traffic Signals, Technical Paper 56, HMSO, London, England.
• Branston, D., Van Zuylen, H., (1978) The Estimation of Saturation Flow, Effective Green Time and Passenger Car Equivalents at Traffic Signals by Multiple Linear Regression, Transportation Research, Vol. 12 (1), 47–53.
• Akcelik, R., (1981) Traffic Signals: Capacity and Timing Analysis Research Report ARR 123, Australian Road Research Board, Vermont, South Victoria.
• Hussain, A. M., (1990) Determination of Saturation Flows at Signalized Intersection in Malaysian Urban Areas, Proceedings of the Sixth Conference, Road Engineering Association of Asia and Australasia, [CD-ROM] Kuala Lumpur, Malaysia..
• Turner J., Harahap, G., (1993) Simplified Saturation Flow Data Collection Methods, Transportation Research Laboratory, England.
• Bonneson, P.E., Nevers, B., J. Zegeer, J., (2005) Guidelines for Quantifying the Influence of Area Type and Other Factors on Saturation Flow Rate, Texas Transportation Institute, College Station, Texas, USA.
• Rahman, M., Nur-ud-deen, S. A., Hassan, T., (2005) Comparison of Saturation Flow Rate at Signalized Intersections in Yokohama and Dhaka, Proceedings of the Eastern Asia Society for Transportation Studies, Vol. 5, 959–966.
• CCG, (2010), Canadian Capacity Guide for Signalized Intersections, Institute of Transportation Engineers, Canada.
• Transportation Research Board, (2010), Highway Capacity Manual, National Research Council, Washington, DC, USA.
• Branston, D., Gipps, P., (1981) Some Experiences with a Multiple Regression Method of Estimating Parameters at the Traffic Departure Process, Transportation Research, Vol. 6A, 445–458.
• Kimber, R.M., McDonald, H., Hounsell, N.B., (1985) Passenger Car Units in Saturation Flows: Concept, Definition, Derivation, Transportation Research, Vol. 1B, 39–61.
• Lee, J., Chen R. L., (1986), Entering Headway at Signalized Intersections in a Small Metropolitan Area, Transportation Research Record 1091, 117-126, Washington, DC, USA.
• Lee, H.S., Do, T.W., (2002) Saturation Headway of Through Movement at Signalized Intersections in Urban Area, Journal of Transportation Research Society of Korea, Vol. 20, No. 5, 23-31.
• Bester, C. J., Meyers W.L., (2011) Saturation Flow Rates, Proceedings of the 26th South African Transport Conference (SATC), 560-568, Johannesburg.
• Stanić, B., Tubić Vladan, Čelar, N., (2011) Straight Lane Saturation Flow and Its Rate in Serbian Cities, Transport, Vol. 26, No. 3, 329-334.
• Gerlough, D.L., Wagner, F.A., (1967) Improved Criteria for Traffic Signals at Individual Intersections, Highway Research Board NCHRP No.32, Washington, DC.
• Miller, A. J., (1968) Australian Road Capacity Guide-Provisional Introduction and Signalised Intersections”, ARR 79. Australian Road Reseach Board.
• Branston, D., (1979) Some Factors Affecting the Capacity of Signalized Intersections, Traffic Engineering and Control 20 (8/9), 390-396.
• Akova, M., (1979) Investigation of Effect of Posture, Departure and Discharge Conditions in Calculation Methods and Appropriate to the Reality of Our Country at Signalized Intersection, PhD Thesis, Istanbul Technical University, Turkey.
• Kimber, R. M., Semmens, M.C., (1982) An Experiment to Investigate Saturation Flows at Traffic Signal Junctions. Traffic Errgineering and Control 23, 110-117.
• Bhattacharya, P. G., Bhattacharya, A. K., (1982) Observation and Analysis of Saturation Flow Through Signalised Intersections in Calcutta, Indian Highways, 10, 11–33.
• Hussayin, A. S., Shoukry, W.S., (1986) Saturation Flow and Effective Approach Width at Signalised Intersections in Greater Cairo, 6th African Highway IRF Conference.
• Coeymas, J. E., Meely, C. B., (1988) Basic Traffic Parameters in the Case of Santiago” (Unpublished).
• De Andrade, J. P., (1988), The Performance of Urban Intersections in Brazil”, PhD Thesis, University of Southampton, (Unpublished).
• Stanić, B., (1991) Research on Signal Timing Plan Effects at Saturation Flow, PhD Thesis, University of Belgrade, Serbian.
• Al-Ghamdi, A. S., (1999) Entering Headway for Through Movements at Urban Signalized Intersections, Transportation Research Record 1678, 42-47, Washington, DC, USA.
• HBS, (2001) German Highway Capacity Manual, Germany.
• Čelar, N., (2007) Contribution to the Survey of Design Values of Saturated Flow at Signalized Intersections”, MSc Thesis, University of Belgrade, Serbian.
• Çalışkanelli, S.P., (2010) Investigation of Headway Distribution of the Vehicles Departing From Signalized System at 9 Signalized Intersections in Izmir, Ph. D Thesis, Dokuz Eylul University, Turkey.
• Polat, A., Sarısoy, G., Öğüt, K.S., (2015) Determining of Start-up Lost Time and Saturatin Flow Rate at Signalized Intersections in Small Cities, 11th Transportation Congress, 129-138, Istanbul, Turkey.
• Cetin, M. Murat and Y. S., “A Mathematical Model for Determining Saturation Flows”, Technical Journal of Turkish Chamber of Civil Engineers, Volume 24, Number, 2, April 2013, p 4759-4777, 2013.
• Transportation Research Board, (1965) Highway Capacity Manual, National Research Council, Washington, DC, USA.
• Transportation Research Board, (1998) Highway Capacity Manual, National Research Council, Washington, DC, USA.
• Shao, C., Rong, J., Liu, X., (2011) Study on the Saturation Flow Rate and Its Influence Factors at Signalized Intersections in China”, 6th International Symposium on Highway Capacity and Quality of Service, Sweden.
• Shang, H., Zhang, Y., Fan, L., (2014) Heterogenous Lanes’ Saturation Flow Rates at Signalized Intersections, 9th International Conference on Traffic & Transportation Studies (ICTTS’2014), Vol. 138, 3-10.