The effects of removing bed materials on flow velocity (case study: Zaremrood River, Iran)
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- 作者：K. Solaimani (1)
M. Habibnejad (1)
A. Hamidi (1) - 关键词：Bed materials ; Flow velocity ; GIS ; Zaremrood River
- 刊名：Arabian Journal of Geosciences
- 出版年：2013
- 出版时间：February 2013
- 年：2013
- 卷：6
- 期：2
- 页码：469-479
- 参考文献：1. Abrishami J, Hossaini M (1997) Hydraulic of open channels, 5th edn. Ghods Razavi publication, 614 pp, In Persian
2. Ahmadian-Yazdi M (2001) Investigation of the role of vegetation in control of bank erosion of Tajan-Harirood meanders. M.Sc thesis of watershed management. Gorgan University of Agri. Sci. and Natural Resources, 110 pp, In Persian
3. Andam KS (2003) Comparing physical habitat conditions in forested and no forested streams. Thesis of Partial Fulfillment of the Requirements for the Degree of Master of Science Specializing in Civil and Environmental Engineering. University of Vermont, 136 p
4. Azarga E (1999) Flood plain visualization using Tins. M.Sc Thesis. University of Texas at Austin, 136pp
5. Barr T (2002) Application of tools for hydraulic power point presentation. 105 Upper Gotvand Hydroelectric Power Project Feasibility Study. 1996. Reservoir Operation Flood, 14p
6. Beavers M (1994) Floodplain determination using HEC-2 and Geographical Information System. M.Sc thesis. Department of Civil Engineering. University of Texas at Austin. Austin, 110 pp
7. Bianca GTM, Suzanne JMH (2006) Large-scale offshore sand extraction; what could be the result of interaction between model decision process. Ocean Coastal Management, 26p
8. Callow JN, Smettem KRJ (2006) Channel response to a new hydrological regime in southwestern Australia, 23p
9. Hadian-Amri MA, Gafari-Gorzin B (2005) Crisis management and control methods of flood effective factors (Case study: Nekarood catchment in Mazandaran, Iran). Proceeding of International Conference on Geohazards, Natural Disasters and method of confronting with them. University of Tabriz, Sep. 2005, p 1654, In Persian
10. Hill M (2001) Flood plain delineation using the HEC-GeoRAS extension for Arcview. Brigham Young University, 514p
11. Johnson GD, Strickland MD, Buyok JP, Derby CE, Young DP (1999) Quantifying impacts to riparian wetlands associated with reduced flows along the Greybull River, Wyoming. Wetlands 19:71-7 CrossRef
12. Kantoush SA, Schleiss AJ (2009) Channel formation in large shallow reservoirs with different geometries during flushing. J Environ Technol 30(8):855-63 CrossRef
13. Kloesch M, Tritthart M, Liedermann M, Habersack H (2008) Sediment input and selfinitiated riverbank erosion to mitigate channel incision: methods for monitoring the effectiveness of a new management technique. In: Gumiero B et al (eds) Proc. 4th ECRR Conference on River Restoration, Venice, 16-1 June 2008
14. Mahdavi M (2008) Applied hydrology for watershed management and civil engineering. University of Tehran, 401 pp
15. Qafari G (2004) Flood hazard zoning using GIS (case study: Babolrood River, Mazandaran province, Iran). M.Sc thesis of watershed management. Faculty of Natural Resources of University of Mazandaran, 126 pp, In Persian
16. Qolami VK, Solaimani, Khaleqi B, Moshki A (2005) Flood zoning using HEC-RAS software and GIS (case study: Haraz River, Mazandaran province, Iran). Proceeding of International Conference on Geohazards, Natural Disasters and method of confronting with them. University of Tabriz, Sep 2005, p 1113, In Persian
17. Qolami VK, Solaimani SR, Mousavi, Ahmadi MZ (2006) Prediction of the effect of improvement and elimination river channel obstacles on decreasing bank erosion and flood hazard (Case study: Haraz River). Journal of Research in Agricultural Sciences 1, In Persian
18. Rollet AJ, Piégay H, Bornette G, Persat H (2008) Sediment dynamics, channel morphology and ecological restoration downstream a dam: the case of the Ain river. In: Gumiero B et al (eds) Proc. 4th ECRR Conference on River Restoration, Venice, 16-1 June
19. Safari A (2001) Submission of optimum management modeling in flood plain of Nekarood basin, Mazandaran province, Iran. M.Sc thesis of watershed management. University of Tehran. 120 pp, In Persian
20. Seto K, Sakamoto T, Suetsugi T (2009) Sediment control measures and improvment effects of physical condition and environment by sediment flushing -a case study in the Yahagi dam-, International Congress on Large Dams, Brasilia, Q.89-R.3
21. Shamsi UM (1996) Storm water management implementation through modeling and GIS. J Water Resour Plann Manage 122(2):114-27 CrossRef
22. Sidorchuk A, Schmidt J, Cooper G (2008) Variability of shallow overland flow velocity and soil aggregate transport observed with digital videography. Hydrol Process 22:4035-048 CrossRef
23. Suiji W, Hassan MA, Xie B (2006) Relationship between suspended sediment load, channel geometry and land area increment in the yellow river delta, 13p
24. Sumi T, Kobayshi K, Yamaguchi K, Takata Y (2009) Study on the applicability of the asset management for reservoir sediment management. International Congress on Large Dams, Brasilia, Q.89-R.4
25. Timea K, Sipos G (2006) Braid-scale channel geometry changes in a sand-bedded river; significance of low stages, 13p
26. Tith MA (1999) Floodplain determination using HEC-RAS and geographic information system. Department of Civil Engineering. University of Texas at Austin, 110 p
27. Vahabi J (1997) Flood hazard zoning using RS and GIS techniques in Taleghanrood Watershed. M.Sc thesis of watershed management. Tarbiat Modares University, 87 pp, In Persian
28. Yang CR, Tsai CT (2000) Development of a GIS-Based flood information system for floodplain management and damage calculation. J Am Water Resour Assoc 36(3):567-77 CrossRef
29. Zhang GH, Tang KM, Zhang XC (2009) Temporal variation in soil detachment under different land uses in the Loess Plateau of China. Earth Surf Process Land 34:1302-309 CrossRef
30. Zhang GH, Shen RC, Luo RT, Cao Y, Zhang XC (2010) Effects of sediment load on hydraulics of overland flow on steep slopes. Earth Surf Process Land. doi:10.1002/esp.2019 - 作者单位：K. Solaimani (1)
M. Habibnejad (1)
A. Hamidi (1)
1. Sari University of Agricultural Sciences and Natural Resources, Sari, Iran - ISSN：1866-7538
文摘
Nowadays, in parts of Iran, rivers and flood plains are being used as sand and silt mines, and the removal of river bed materials is performed without studying its effects on hydraulic behavior. On the other hand, the flood plain lands are in danger of floods and bank erosion. Zaremrood River in Tajan watershed due to removal of river bed material, two planes of before and after removal with scale of 1:1,000, has been used as basic data. The field investigation was emphasized on the end part of Zaremrood with a length of 5?km and starts from Ghandikola village to Ahoodasht Bridge. Using total station and field observations, the characteristics of reaches and cross sections of right bank, left bank, and main bed of river are written separately. Using software of HEC-RAS, ArcView 3.2, and extension HEC-GeoRAS, the flood zoning with different return periods to investigate water velocity and its changes, geometrical simulation of the bed, sides and flood way of rivers, and then by entering the results of HEC-GeoRAS into hydraulic software HEC-RAS for two before and after planes have been performed, and flow velocity was analyzed for three return periods of 10, 50, and 100?years. The results of this research showed that the velocities due to removal for floods with different return periods have increased, whereas water height and level during removal period have decreased.