Evaluating the Amount of Erodability and Sedimentation by Comparing Sediment Weight Model and PSIAC Experimental Model (Case Study: Lali Water Catchment, Khuzestan, Iran)
- 1 Department of Geology, Science and Research Branch, Islamic Azad University, Tehran, Iran
- 2 Department of Geology, North Tehran Branch, Islamic Azad University, Tehran, Iran
- 3 Department of Geology, Science and Research Branch, Islamic Azad University, Tehran, Iran
- 4 North Tehran Branch, Islamic Azad University, Tehran, Iran
- 5 Department of Geology, Shahr-e-Ray Branch, Islamic Azad University, Tehran, Iran
Abstract
The upstream water catchments are the main source providing sediments in rivers and sedimentary basins. The balance between the erosion phenomenon and the amount of sediment entering into the basin relies on the geometrical specifications and the morphology of the river along the water catchment direction and the amount and type of the sediments. The sedimentary feed of rivers and basins are changed for the sake of natural factors or human disturbances. The river and basin react against this change in that their shape, morphology, plan and profile get changed due to the increase or decrease of the input sediment into the basin. It is essential to know the sediment amount produced by erodability and sedimentation of upstream basins and effects of projects and also to evaluate the amount of sedimentary load in base studies, civil projects, optimizing rivers and dam construction studies specially calculating the amount of sediment amount entering into the dams’ reservoirs in order to take engineering decisions and related alternatives. Sediment Weight Model and PSIAC Experimental Model are recognized as two common methods calculating the amount of the produced sediment caused by erosion applied in this research. Holistically, these methods have been used and compared. Although the results are almost close to one another, more sediment load has been produced in PSIAC method. As more affective parameters are used to cause erosion and produce sediment in PSIAC experimental model, it is recommended to refer to the results of this method because they are closer to reality.
- Bryan, B.R., et al. (1989) Run off and Sediment Discharge in Semi-Arid Ephemeral Drainage Basin, ZEIT. Geomorph. W.F. Supp. Bd., 58, 121-143.
- Gavrilovic, Z. (1988) The Use of an Empirical Method for Calculating Sediment Production and Transport in Unsuited or Torrential Streams. International Con. for Review Regime, 411-422.
- Safamanesh, R., Azmin Sulaiman, W.N. and Ramli, M.F. (2006) Erosion Risk Assessment Using an Empirical Model of Pacific South West Inter Agency Committee Method for Zargeh Watershed, Iran. Journal of Spatial Journal Hydrology, 6.
- Schwab, G., et al. (1981) Soil and Water Conservation Engineering. John Wiley Inc., New York.
- Walling, D.E. (1996) Suspended Sediment Transport by Rivers: A Geomorphological and Hydrological Perspectives. Arc. Hydrobiol. Spec. Issues advance Limnol., 47, 1-27.
- Refahi, H. and Nematti, M. (1995) Erodability Assessment of the Alamoun Sub Catchment and Its Effect on the Sediment Yield. Journal of Agriculture Sciences, Iran, 26, 48-56. (In Persian).
- Yang, C.T. (1977) The Movement of Sediment in Rivers. Geophysical Survey, 39-68. http://dx.doi.org/10.1007/BF01449182
- Colby, B.R. (1964) Practical Computation of Bed-Material Discharge. Journal of Hydraulics Division, 90.
- Simon, D.B., et al. (1977) Sediment Transport Technology. Water Resources Publications, Front Collins.
- Nolan, K.M., Janda, R.J. and Galton, J.H. (1986) Sediment Source and Sediment-Transport Curves. Processing of the Fourth Federal Interagency Sedimentation Conference, Las Vegas, 4-79.
- Kasimir, M., Besar, I. and Sowa, A. (1995) Influence of Geology of Erosion and Sediment Yield, Human Activities of the Environment in Selected Areas in Southern Nigeria. Sixth International Symposium on River Sediment, New Delhi.
- Khojeini, A. and Nezhadhashemi, M.A. (1998) A Study on Sediment Production in Taleghan Watershed. Pazhuhesh and Sazandegi, 10-13, 39.
- Aminsobhani, F., et al. (1998) A Study on Zones’ Sedimentation and Geological Eras in Namak Lake Watershed. Pazhuhesh and Sazandegi, 36-41.
- Ghadimi Arusmahalleh, F., et al. (1998) Analyzing the Floating Sediments in Namak Lake Watershed. Pazhuhesh and Sazandegi.
- Parker, G. (1990) Surface Based Bed Load Transport Relationship for Gravel Rivers. Journal of Hydraulic Research, 28, 417-436. http://dx.doi.org/10.1080/00221689009499058