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() Mostafazade.. /. % %...() Nicokar, ) (Shokohi, 27 26 ;Azari, 26. ) C ( ) S - ( / / ).( / ( ) K' / / ) ( / () Kabir. - Azari, M., 26. Simulation of Hydrological and Hydraulic Behavior of Jaghargh Watershed for Flood Control, Thesis for degree of master of Science, tarbiat modarres university, 68p. - Green, C. H., Parker, D. J. and Tunstall, S. M., 2. Assessment of Flood Control and Management Options, Flood Hazard Research Center, 124p. - Kabir, A,. Najafi Nejad, A,. Hemat zadeh, Y and Korki Nejad, M,. 26, The effect of constructed structures on time on concentration(case study: Roodbargheshlagh watershed, golestan province), Journal of agricultural and Natural Resources Gorgan, Vol 14, 1-7p. - Lammersen, R., Engel, H., van de Langemheen, W., Buiteveld, H. 27. Impact of river training and retention measures on flood peaks along the Rhine, Journal of Hydrology. 267,115 124p. - Mahdavi, M., 24, Applied Hydrology. Tehran University press. Pp: 25. - Mostafazadeh, R., Sadoddin, A., Bahremand, A., Sheikh, V and Nazarnejad, H., 28. Assessing Hydrological Effects of Jafar-Abad Watershed Management Project in Golestan Province Using HEC-HMS Model, The fifth conference of the National Science and Engineering, Watershed Management.
... - Nikokar, M., 26, Assessment of basin practices using mathematical model (Case study: golab dare darband sub-basin in Tehran Province), Thesis for degree of master of Science, Islamic Azad University prominence and Research Unit. - Radwan, A., 1999. Flood Analysis and Mitigation for Area in Jordan, Journal of Water Resources and Management, 125 (3): 17-177. - Roo, A.D., Schmuck, G., Perdigao, V., Thielen, J. 25. The influence of historic land use changes and future planned land use scenarios on floods in the Oder catchment. Physics and Chemistry of the Earth. 28 1291 13p. - Shieh, Ch. L., Guh, Y.R., Wang, Sh. O. 27. The application of range of variability approach to the assessment of a check dam on river in habitat alteration. Environ Geol. 52:427 435p. - Shokoohi, A.R. 27. Assessment of Urban Basin Flood Control Measures Using Hydrogis Tools. Journal of Applied Science 7(13): 1726-1733. - Tajiki M., 27, Evaluation of Watershed Management effects on flood discharge and sediment yield (case study Ramian watersheds), Thesis for degree of master of Science, Gorgan University of agricultural and Natural Resources, 138p.
385 Journal of Range and Watershed Management, Iranian Journal of Natural Resources, Vol. 63, No. 3, 21. pp. 375-385 Assessment of Watershed Management Activities on of Concentration and Curve Number using HEC-HMS Model (Case Study: Kan Watershed, Tehran) M. Abbasi 1, M. Mohseni Saravi 2, M. M. Kheirkhah 3, Sh. Khalighi Sigaroudi 4, Gh. Rostamizad 1 and M. Hosseini 5 1 MSc Graduate, Faculty of Natural Resources, University of Tehran, Karaj, I.R. Iran 2 Professor, Faculty of Natural Resources, University of Tehran, Karaj, I.R. Iran 3 Assistant Prof., Soil Conservation and Watershed Management Research Center, Tehran, I.R. Iran 4 Assistant Prof., Faculty of Natural Resources, University of Tehran, Karaj, I.R. Iran 5 Scientific member, Soil Conservation and Watershed Management Research Center, Tehran, I.R. Iran (Received: 31 December 29, Accepted: 27 September 21) Abstract Assessment of watershed management activities is one of the main subjects for future planning of practical projects and natural resources management. Due to the lack of any tool for assessment of watershed processes in many cases, distributed hydrological models can be useful. The purpose of this study was evaluation of watershed management activities in Kan Watershed by HEC-HMS (Hydrologic Modeling System). For this purpose, first by considering observed events, HEC-HMS model was optimized and calibrated. Then, for evaluating the effects of check dams on time of concentration, it was calculated before and after of check dam's construction by use of field observations and vegetation cover improvement was also estimated after the project. These parameters were imported to HEC-HMS to find out the effects of watershed practices and then flooding condition was simulated. For assessment purposes, peak discharge and flood volume were calculated for before and after construction conditions. Results showed that check dams as mechanical measures had low effect on time of concentration while biological practices lead to decrease in curve number with an average value of 3.1. This effects result in decrease of peak flow and flood volume meanly 21% and 11%, respectively. Key words: Watershed management, Assessment, Flood simulation, HEC-HMS, Kan Watershed Corresponding author: Tel: +98 911 8696295, Fax: +98 261 2249313,E-mail: mohammad_abbasi1382@yahoo.com