[1] ASCE, (1992), Design & Construction of Urban Stormwater Management Systems, New York, NY.
[2] Badiezadeh, S., Bagremand, A. and Dehghani, A, A. (2015). Urban flood management by simulation of surface runoff using SWMM model in Gorgan city, Golestan Province- Iran. Journal of Water and Soil Conservatio. 22(4). 155-170.
[3] Chow, M. F., Yusop, Z. and Toriman, M. E. (2012). Modelling runoff quantity and quality in tropical urban catchments using Storm Water Management Model. International Journal of Environmental Science and Technology. 9. 737–748.
[4] Chow, V, T., Maidment, D, R. and Mays, L, W. (1988). Applied Hydrology. McGraw-Hill Book Company, inc. Publisher.
[5] Crawford, N.H. and Linsley, R.K., (1966). Digital Simulation in Hydrology: Stanford Watershed Model IV. Civil Engineering Department, Stanford University. Tech. Report No. 39.
[6] Huber, W. and Dickinson, R. (1988) Stormwater Management Model. User´s Manual. U.S. Environmental Research Agency. Office of Research and Development. Ver 4, Part A.
[7] Jinkang, D., Shunping, X., Youpeng, X. and Chong-Yu, X. (2007) Development and testing of a simple physically-based distributed rainfall-runoff model for storm runoff simulation in humid forested basins. Journal of Hydrology.336(3). 334-346.
[8] Karimi, V., Solaimani, K., Habibnejad, M. and Shahedi, K. (2015). Simulation of Flow in Open & Closed Conduits by EPA-SWMM Model (Case Study: Babolsar Urban Watershed). Journal of Watershed Management Research. 6 (11). 162-170.
[9] Khalighi Sigarodi, Sh., Rostami Khalaj, M., Mahdavi, M. and Salajegheh, A. (2015). Calibration and validation SWMM model in order to simulate urban runoff (Case Study: Imam Ali Town in Mashhad). 63(3).487-498.
[10] Kornecki, TS., Sabbagh GJ. and Storm DE. (1999) Evaluation of runoff, erosion and phosphorus modeling system-SIMPLE. Journal of the American Water Resources Association. 4. 807 - 820.
[11] Koudelak, P. and
West, S. (2007). Sewerage network modelling in Latvia, use of InfoWorks CS and Storm Water Management Model 5 in Liepaja city. Water and Environment Journal. 22(2). 81-87.
[12] Mahdavi, M. (2005). Applied Hydrology, 4ed Edition, University of Tehran press.
[13] McCuen, R. (1996), Hydrology, FHWA-SA-96-067, Federal Highway Administration, Washington, DC.
[14] Moradi, M. and Darbandi, S. (2017). Approach for appraising spate risks in urban drainage systems using stormwater management model. Watershed Engineering and Management. 9(3). 276-291.
[15] Ovbiebo, T. and SHE, N. (1995) Urban runoff quality modeling in a subbasin of the Duwamish River using XP-SWMM. Proc. Watershed Management Symposium Held in San Antonio, Texas, USA. August 14-19. ASCE, New York. 320-329.
[16] Rossman, L. R. (2015). Storm Water Management Model User’s Manual Version 5.1. United States Environmental Protection Agency (EPA).
[17] Rostami, M., Mahdavi, M., Khalighi, Sh. and Salajeghe, A. (2012). Sensitivity Analysis of Variables Affecting on Urban Flooding Using SWMM Model. Journal of Watershed Management Research. 3 (5). 81-91.
[18] Santhi, C., Arnold, J.G., Williams, J.R., Dugas, W.A., Srinivasan, R. and Hauck, L.M. (2001). Validation of the SWAT model on a large river basin with point and nonpoint sources, Journal of the American Water Resources Association, 37(5). 1169-1188.
[19] Sourisseau, S., Basser, A., Perie, F. and Caquet, T. (2008). Calibration, validation and sensitivity analysis of an ecosystem model applied to artificial streams, Water Research, 42(4). 1167-1181.
[20] Tehran Engineering & Technical Consulting Org. (2011). Tehran Stormwater Management Master Plan. 2 (1) Meteorology.
[21] Tehran Engineering & Technical Consulting Org. (2011). Tehran Stormwater Management Master Plan. 2 (2, 3) Hydrology.
[22] Temprano, J. Arango, O. Cagiao, J. Suarez, J. and Tejero, I. (2006) Stormwater quality calibration by SWMM: a case study in northern Spain. Water SA 32(1). 55–63.
[23] Tsihrintzis, V. and Hamid, R. )1998(. Runoff quality prediction from small urban catchments using SWMM. Hydrol Process, 12: 2. 311-329.
)