S. Lukman , A.S. Abdurrasheed, Improvement Design of Storm Sewer Network for Flood Control. Frontiers in Environmental Engineering (FIEE), 2(3) (2013) 31-37.
 H. Yu, G. Huang, C. Wu, Application of the stormwater management model to a piedmont city: a case study of Jinan City, China, Water Sci Technol, 70(5) (2014) 858-864.
 Z. Zhu, Z. Chen, X. Chen, P. He, Approach for evaluating inundation risks in urban drainage systems, Science of The Total Environment, 553 (2016) 1-12.
 R. Shariat, A. Roozbahani, A. Ebrahimian, Risk Assessment of the Urban Runoff Collection Networks Using Spatial Multi Criteria Decision-Making (Case Study: District 11 of Tehran), Journal of Water and Wastewater; Ab va Fazilab ( in persian ), 30(1) (2019) 1-17.
 D. Dutta, S. Herath, K. Musiake, A mathematical model for flood loss estimation, Journal of Hydrology, 277(1) (2003) 24-49.
 A.Danandemehr, Measuring and evaluating the amount of damage caused by floods. 10th Civil Engineering Student Conference, Amir Kabir University of Technology (2010). (In Persian).
 H. Daliran Firouz, F. Mokhtari, S. Soltani, S.A. Mousavi, Flood Damage Assessment in Ghamsar and Ghohrood Watershed Basins Using HEC-FIA, Journal of Water and Soil Science, 19(74) (2016) 63-76. (In Persian).
 J.Huizinga, H.Moel, W.Szewczyk, Global flood depth-damage functions. Methodology and the database with guidelines. EUR 28552 EN. (2017).
 S. Mahmood, A.-u. Rahman, Flash flood susceptibility modeling using geo-morphometric and hydrological approaches in Panjkora Basin, Eastern Hindu Kush, Pakistan, Environmental Earth Sciences, 78(1) (2019) 43.
 A. Mehrvarz, A.Madadi, F.Esfandiari, M.Rahimi, Simulation of floods in the Aort Valley using the HEC-RAS hydraulic model in GIS environment (study area: from Shuristan village to the confluence of Aras river). Quantitative Geomorphology Research, 8(4) (2020)131-146. (In Persian).
 J. Sin, C. Jun, J.H. Zhu, C. Yoo, Evaluation of Flood Runoff Reduction Effect of LID (Low Impact Development) based on the Decrease in CN: Case Studies from Gimcheon Pyeonghwa District, Korea, Procedia Engineering, 70 (2014) 1531-1538.
 L.Rossman, Storm Water Management Model User’s Manual Revised, Version 5.0, EPA No. EPA/600/R-05/040. (2010) (295 p).
 G.C. Dandy, A.R. Simpson, L.J. Murphy, An Improved Genetic Algorithm for Pipe Network Optimization, Water Resources Research, 32(2) (1996) 449-458.
 S. Yagi, S. Shiba, Application of genetic algorithms and fuzzy control to a combined sewer pumping station, Water Science and Technology, 39(9) (1999) 217-224.
 A.R. Simpson, G.C. Dandy, L.J. Murphy, Genetic Algorithms Compared to Other Techniques for Pipe Optimization, Journal of Water Resources Planning and Management, 120(4) (1994) 423-443.
 Z.Y. Wu, A.R. Simpson, Competent Genetic-Evolutionary Optimization of Water Distribution Systems, Journal of Computing in Civil Engineering, 15(2) (2001) 89-101.
 S.E. Cieniawski, J.W. Eheart, S. Ranjithan, Using Genetic Algorithms to Solve a Multiobjective Groundwater Monitoring Problem, Water Resources Research, 31(2) (1995) 399-409.
 B.J. Ritzel, J.W. Eheart, S. Ranjithan, Using genetic algorithms to solve a multiple objective groundwater pollution containment problem, Water Resources Research, 30(5) (1994) 1589-1603.
 M.H. Afshar, M. Rohani, Optimal design of sewer networks using cellular automata-based hybrid methods: Discrete and continuous approaches, Engineering Optimization, 44(1) (2012) 1-22.
 A. Mousavi ,Optimization of storm sewer networks in flat areas with heavy storms based on performance indices. A thesis submitted in partial fulfillment of the requirement for the Ph.D. degree (2016) (In Persian).
 H. M.V. Samani, Design of hydraulic structures. Dez Ab Consulting Engineering Publications.346P (2016) (In Persian).
 L.W. Mays, J.C. Liebman, H.G. Wenzel, Model for Layout and Design of Sewer Systems, Journal of the Water Resources Planning and Management Division, 102(2) (1976) 385-405.
 M.H. Afshar, Application of a Genetic Algorithm to Storm Sewer Network Optimization, Scientia Iranica, 13(3) (2006) 234-244.
 J. P. Heaney, D.Sample L.Wright, C.Fan, Costs of urban storm water control, US Environmental Protection Agency, Office of Research and Development, National Risk Management Research Laboratory, Washington, DC, EPA/600/R-02/021 (NTIS PB2003-103299),(2002).
 M.H. Afshar, A parameter free Continuous Ant Colony Optimization Algorithm for the optimal design of storm sewer networks: Constrained and unconstrained approach, Advances in Engineering Software, 41(2) (2010) 188-195.
 S.W. Miles, J.P. Heaney, Better Than “Optimal” Method for Designing Drainage Systems, Journal of Water Resources Planning and Management, 114(5) (1988) 477-499.
 M.H.A. Afshar, Rebirthing particle swarm optimization algorithm: application to storm water network design, Canadian Journal of Civil Engineering, 35(10) (2008) 1120-1127.
 Technical and Civil Engineering Department of Tehran.Tehran Surface Water Management Comprehensive Plan, Summary of Studies Report,11 (2012) 269 pages. (In Persian).
 L.Jaf, Flood Damage Assessment Using HEC FDA Software in Khansar Watershed. M.Sc. Thesis Department of Natural Resources. Isfahan University of Technology (2015) (In Persian).
 H.Hekmati Far, Optimal combination of engineering and flood management methods Case study: Qarasu River in Kermanshah. M.Sc. Thesis, Department of Natural Disaster Management, University of Tehran. (2006) (In Persian).
 K.Amirmoradi, A.Shokohi, A.Azizian, Evaluating Risk of Economic Loss due to River Flood in Urban areas (Study Area: Kan Watershed). Iran J Soil Water Res.50 (9) (2019) 2239-2259(In Persian).
 P.Swamee, A.Sharma,design of water supply pipe networks. Published by John Wiley & Sons, Inc. Hoboken, New Jersey(2008).362P.