Qomrood river is one of the rivers that located in arid and semiarid area which has a seasonal fluvial. The river is faced many changes, because of floods or natural- human factors. This study, as a geomorphologic study, tries to survey and identify geometric changes between Kocherey dam and 15-Khordad dam. The study method is a mix of library research and field studies. In library method all papers in journals and sites that related to this topic were collected. In field studies, the data were collected through direct and indirect (satellite image) observations. For this goal, TM (1989), ETM (2000) and IRS (2009) satellite images were used. Accordingly, the tree central lines belonging to different periods of study were extracted. Then these lines separated to 6 parts with emphasize on geological and geomorphologic base. In order to change detection, fitted tangent circle model was used. This research showed that the curves of the river face to decrease, while in some parts that are located on harder geological segments, or always have water, face to increase. It means in these parts all curves and meanders are more than previous. Sinus numerical coefficient in all intervals indicates approximately 1.5 that indicates the average sinus condition of the river at present intervals, and this factor has not changed in these 20 years.
Habibi, M.; Javahery, N. (2003). Mathematical model to predict bank erosion in meander rivers. Journal of Faculty of Engineering, Vol:37, No:2, PP: 234-227.
Lim. S.Y. (2001). Parametric study of riprap failure around bridge piers. Journal of Hydraulic Research, No:39, PP: 61-79.
Mahmoodi, F.; Nohegar A. (2002). Surveying of effects of remove aggregates (gravel and sand) on the shape of bed of Minab River. Geographical Research, No:45, PP:45-58.
Moghimi, E. (2009). Eco geomorphology and river rights. University of Tehran, Tehran, Iran.
Moghimi, E.; Morshedi, J. (2008). Surveying the role of geological features on the Karun river changes, from Shoshtar until Arvand, Proceedings of the twelfth meeting of the Geological Society. Volume II, National Oil Co of South, Ahwaz.
Motamed, A.; Moghimi, E. (1999). Application of geomorphology in planning. Samt, Tehran, Iran.
Nohegar, A, Hossein Zade, M., Afshar, T., (2010). Geomorphologic changes of longitudinal and transverse profiles of Minab river. Journal of Geography Society of Iran, No:24, PP:137-158
Nohegar, A.; Yamani, M. (2003). Surveying of geomorphologic situation of meander river and its roleon erosion of the bed and banks of Minab River (downstream of the Minab dam). Geographical Research, No:51, PP:65-84.
Randall, J.C.; Edward, R.H. (2003). Backwater effect center for transportation research. The University of Texas at Austin Project Summary Report: 5-15.
Schumm, S.A. (1977). The fluvial system. Wilely, New York.
Timothy, C.S. (1995). Summary of data collection activities storm Alberto part of Georgia. Alabama and Florida in July 1994, Federal Emergency Management Agency, Interagency Hazard Mitigation Team Report, FEMA 1035- DR- FL, 340.
Nohegar, A. , Norbakhsh, F. , & Yazdan Panah, M. (2017). Arc changes in arid area rivers (Case study: Qomrood river in Iran). Natural Environment Change, 3(1), 11-18. doi: 10.22059/jnec.2017.218367.55
MLA
Ahmad Nohegar; Fatemeh Norbakhsh; Mehdi Yazdan Panah. "Arc changes in arid area rivers (Case study: Qomrood river in Iran)", Natural Environment Change, 3, 1, 2017, 11-18. doi: 10.22059/jnec.2017.218367.55
HARVARD
Nohegar, A., Norbakhsh, F., Yazdan Panah, M. (2017). 'Arc changes in arid area rivers (Case study: Qomrood river in Iran)', Natural Environment Change, 3(1), pp. 11-18. doi: 10.22059/jnec.2017.218367.55
CHICAGO
A. Nohegar , F. Norbakhsh and M. Yazdan Panah, "Arc changes in arid area rivers (Case study: Qomrood river in Iran)," Natural Environment Change, 3 1 (2017): 11-18, doi: 10.22059/jnec.2017.218367.55
VANCOUVER
Nohegar, A., Norbakhsh, F., Yazdan Panah, M. Arc changes in arid area rivers (Case study: Qomrood river in Iran). Natural Environment Change, 2017; 3(1): 11-18. doi: 10.22059/jnec.2017.218367.55