Volume 10, Issue 19 (5-2019)                   jwmr 2019, 10(19): 106-116 | Back to browse issues page


XML Persian Abstract Print


Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

Ghermermezcheshmeh B, Nikcheh frahani S O, Agha-Razi H. (2019). Effects of Watershed Management Practices on Some of Flood Characteristics Change in Haftan Watershed . jwmr. 10(19), 106-116. doi:10.29252/jwmr.10.19.106
URL: http://jwmr.sanru.ac.ir/article-1-790-en.html
Soil Conservation and Watershed Management Research Inestitude
Abstract:   (3810 Views)

Evaluation of watershed projects is one of the most fundamental problems in countries for future implementation planning and management of natural resources. In regard to lack of required equipment for monitoring and evaluation of watershed projects and investigation of management measures in watersheds, application of hydrologic models is an efficient tool for simulation of watershed behavior before and after implementation of watershed projects. So, this study was carried out in order to evaluate of hydraulic structures using HEC-HMS in the Haftan watershed, Markazi province, Iran. For this purpose, with use of rainfall-runoff data from two storm events the initial rainfall losses and curve number parameters were calibrated. Then, the model was validated using one event. Finally, six hours rainfall was used as design storm for flood simulation before and after construction of check dams along the water ways. Variation of runoff lag time due to changes in channel slope because of construction of check dams was evaluated. Finally, after definition of peak discharge error percentage as objective function, effect of construction of protective hydraulic structures on flood hydrograph properties were evaluated. Results showed that watershed management constraction operations have the most effect on small flood events. Waterways could decrease both flood peak and flood volume.. So with increasing in rainfall intensity, the effect of structure have been decreased. Also the results of this study showed that implementation of protective hydraulic structures cause 21 to 83 percent decrease in flood peak and 11 to 79 percent decrease in flood volume. It can be concluded that protective hydraulic structures are more effective on decrease in flood peak compare to decrease in flood volume.

Full-Text [PDF 1463 kb]   (903 Downloads)    
Type of Study: Research | Subject: هيدرولوژی
Received: 2017/04/3 | Revised: 2019/08/10 | Accepted: 2018/08/7 | Published: 2019/08/3

References
1. Darabi, H., K. Solaimani, K. Shahedi and M. Miryaghubzadeh. 2012. Sub-Watersheds classification based on morphometric parameters uUsing cluster analysis in Pol-Doab Shazand Watershed, Journal of water and soil science, 22(4): 119-211 (In Persian).
2. Gholami, Sh. 1994. Effect of vegetation management (forest and range) in shape of flood hydrograph (reducing flood hazard), Proceedings of the National Seminar on renge and range management in Iran, Forests, Range and Wtershed Management Organization, 33 pp (In Persian).
3. Haghgoo, K. 2001. Evaluation impact of watershed management operations on the hydrological characteristics of the Kordkoy River (Case study Ghaz Mahalleh Kordkoy River). M.Sc thesis, Gorgan University of Agricultural Sciences and Natural Resources, Gorgan, Iran, 69 pp (In Persian).
4. Hosseini, A. 2003. Evaluation of study and executive schemes of watersheds (Case study: Ramian Watershed in Golestan Province), M.Sc thesis, Tehran University, Karaj, Iran, 85 pp. (In Persian)
5. Kallohr, M. 2007. Economic and technical evaluation Kand Subwatershed of the Jarjarood Watershed, M.Sc thesis, Tehran University, Karaj, Iran, 95 pp (In Persian).
6. Kasaee Roodsari, B. and H. Teymoori Rad. 1999. Estimation of curve volume tank based on remote sensing methods, 4th Civil Engineering Conference, Tehran, 8 pp (In Persian).
7. Khalighi Sigaroudi, Sh. 2004. Evaluation of landuse changes on characteristics of hydraulic surface water (Case study: Barandoezchay in West Azarbaijan Province), Ph.D Thesis, Tehran University, Karaj, Iran, 127 pp (In Persian).
8. Khosroshahi, M. 2001. Determining role of flood severity on watershed, case stady: Damavand Watershed, PhD Thesis in Hydrometeorology, Department of Irrigation, Tarbiat Modarres University, Tehran, Iran, 205 pp (In Persian).
9. Kumar, D. and R. Bhattacharya. 2011. Distributed rainfall runoff modeling. International Journal of Earth Sciences and Engineering, 4(6): 270-275.
10. Management of watershed management of Jihad Central Province. 1992. Implemntational and formal studies reports of Haftan Watershed, 54 pp (In Persian).
11. Moore, C.M. 1969. Effects of small structures on peak flow in: effects of watershed changes on stream flow. Texas press, 101-117.
12. Mostafazadeh, R., A. Sadoddin, A. Bahremand, V. Sheikh and H. Nazarnejad. 2010. Assessing hydrological effects of Jafar-Abad watershed management ‎project in Golestan province using HEC-HMS model, Journal of Engineering and Watershed Management, 2(2): 65-122 (In Persian).
13. Nassiri Moghaddam, F. 2004. Evalution effect of watershed management operations on debris flow flood using hydrological models, M.Sc. Thesis, Tarbiat Modarres University, Tehran, Iran, 92 pp (In Persian).
14. Niehoff, D., U. Fritsch and A. Bronstert. 2002. Land-use impacts on storm-runoff generation: scenarios of land-use change and simulation of hydrological response in a meson-scale catchment in SW-Germany. Journal of Hydrology, 267(1-2): 80-93. [DOI:10.1016/S0022-1694(02)00142-7]
15. Parsamehr, M. 1999. Efficacy of modified structures to collection sediment and stabilizing of river profile in the Ghaz Mahalleh Kordkoy Watershed, M.Sc. Thesis, Gorgan University of Agricultural Sciences and Natural Resources, Gorgan, Iran, 194 pp (In Persian).
16. Qoddoosi, J. 1999. Evaluation of watershed management operations, Soil Conservation and Watershed Management Research Center, Ministry of Jahad-Agriculture, 79 pp (In Persian).
17. Rafiei Sardoii, E., N. Rostami, Sh. Khalighi Sigaroudi and S. Taheri. 2012. Calibration of loss estimation methods in HEC-HMS for simulation of surface runoff (Case Study: Amirkabir Dam Watershed, Iran). Advances in Environmental Biology, 6(1): 343-348.
18. Roghani, M. 2005. Flood controlling in rural and urban watersheds. Journal of Control Extension, Soil Conservation and Watershed Management Research Institute (In Persian).
19. Roghani, M., M. Tabatabai and S. Shadfar. 2011. Evaluation of watershed Management operations introduce a method for determining flood control structures, Iran-Watershed Management Science & Engineering, 4:13, 51-60 (In Persian).
20. Sadeghi, S.H.R., F. Sharifi, E. Forootan and M. Rezae. 2005. Quantitative performance evaluation of watershed management measures (Case Study: Keshar Sub-Watershed), Journalof Pajouhesh & Sazandegi, 65: 96-102 pp (In Persian).
21. Shaabani Bazneshin, A., A. Emadi and R. Fazloula. 2016. Investigation the Flooding Potential of Basins and Determination Flood Producing Areas (Case Study: Neka Basin), Journal of Watershed Management Research, 7(14): 20-28. [DOI:10.29252/jwmr.7.14.28]
22. Shieh, Ch.L., Y.R. Guh and Sh.O. Wang. 2007. The application of range of variability approach to the assessment of a check dam on river in habitat alteration. Journal of Environmental Geology, 52: 427-435. [DOI:10.1007/s00254-006-0470-3]
23. Shojaee, M. 2007. The effects of watershed management oparations in reducing runoff and erosion and sediment control (Case Study: Helaghareh Watershed in Darn City- Isfahan), 4th National Conference of Iranian Science and Engineering Watershed Management, (In Persian)
24. Shokoohi, A.R. 2007. Assessment of Urban Basin Flood Control Measures Using Hydrologist Tools. Journal of Applied Science, 7(13): 1726-1733. [DOI:10.3923/jas.2007.1726.1733]

Add your comments about this article : Your username or Email:
CAPTCHA

Send email to the article author


Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

© 2024 CC BY-NC 4.0 | Journal of Watershed Management Research

Designed & Developed by : Yektaweb