Estimate the Sediment Load Entering the Left Side of Mosul Dam Lake Using Four Methods

Year 2017, , 60 - 74, 13.10.2017

Mohammed Qusay Mahmood Alkattan , Muayad Saadallah Khaleel Khaleel

https://doi.org/10.24107/ijeas.327476

Abstract

Mosul Dam is one of the important dams
in Iraq, it suffers like other dams from the problem of sediment accumulation
in the lake. The daily surface runoff was estimated from seven main valleys in
the left bank of the lake during the period (1/1/1988-31/8/2016) by applying SWAT
model. The model performance was assessed using the statistical criteria R²,
IOA, NSE and T-Test, the results were good. The averages annual surface runoff from
the main valleys to the lake ranged between 3.3*10⁶ m³ to
42.1*10⁶ m³. The daily sediment load was estimated by
four methods, Bagnold method was used in SWAT sediments transport simulation,
while Yang, Toffaletti methods and Excess Shear Theory were programed by
MATLAB, The performance of sediments transport simulation using Bagnlod, Yang
and  Excess Shear Theory methods was
assessed using the same four statistical criteria and  the results were good,  The averages annual sediment load from the
main valleys to the lake were (5.78*10³ - 68.62*10³),
(1.49*10⁴ - 42.13*10⁴), (8.46*10³ - 160.77*10³)
and (4.26*10⁴ - 78.6*10⁴) tons for Bagnold, Yang, Excess
Shear Theory and Toffaletti methods, respectively. The valley Jardiam is the
main supplier of sediments to the left side of the dam lake with 56%.

Keywords

Mosul Dam Lake, SWAT Model, Sediment Load, Left Side Valleys

References

• [1] Dilnesaw, A., Modelling of Hydrology and Soil Erosion of Upper Awash River Basin, Doctoral dissertation, PhD Thesis. University of Bonn, Germany,2006.
• [2] Julien, P.Y., Erosion and Sedimentation, 2nd Edition, Cambridge University Press, NY, 391, 2010.
• [3] Srinivasan, R.T., Ramanarayanan, G.A., Bednarz, S., Large Area Hydrologic Modeling and Assessment Part-II Model Application. Journal of the American Water Resources Association, 34, 91-101, 1998.
• [4] US Department of Interior, Bureau of Reclamation, Erosion and Sedimentation Manual, US Department of USDA, Soil Conservation Service, National Engineering Handbook Section 4 Hydrology, Chapters 4-10, 1972.
• [5] Sissakian, V.K., Al-Ansari, N., Knutsson, S., Karstification Effect on the Stability of Mosul Dam and Its Assessment, North Iraq, Engineering, Scientific Research, 6, 84-92, 2014.
• [6] Rasheed, A. M. M., and Hassan, A. A., Erosion Estimation in Ungauged Basins by Using the Integrating Model Technique, Engineering Sciences Series of Tishreen University Journal for Research and Scientific Studies, 30, 5, 2008.
• [7] Tyagi, J. V., Rai, S. P., Qazi, N., Singh M. P., Assessment of discharge and sediment transport from different forest cover types in lower Himalaya using Soil and Water Assessment Tool (SWAT), International Journal of Water Resources and Environmental Engineering, 6, 1, 49-66, 2014.
• [8] Yuksel, A., Akay, A. E., Reis, M., Using the Wepp Model to Predict Sediment Yield in A Sample Watershed in Kahramanmaras Region, International Congress on River Basin Management, 2007.
• [9] Dehvari, A., Estimation of surface runoff and sediment yield using WEPP model in Southern Ontario, Canada, International Journal of Agriculture and Crop Sciences, 7, 11, 876-889, 2014.
• [10] Bokan, L. T., Simulation of Sediment Yield Using SWAT Model: A case of Kulekhani Watershed, M.Sc. Thesis, Department of Hydraulic and Environmental Engineering, Norwegian University of Science and Technology, 2015.
• [11] Rostamian, R., Jaleh, A., Afyuni, M., Mousavi, S. F., Heidarpour, M., Jalalian, A., Abbaspour, K. C., Application of a SWAT model for estimating runoff and sediment in two mountainous basins in central Iran, Hydrological Sciences Journal, 53, 5, 2008.
• [12] Duru, U., Modeling Sediment Yield and Deposition Using the Swat Model: A Case Study of Cubuk I And Cubuk Ii Reservoirs, Turkey, Ph.D. Thesis, Colorado State University, Fort Collins, Colorado, 2015.
• [13] Kaffas, K., and Hrissanthou, V., Estimate of continuous hydrographs and sediment graphs in Nestos River basin, International Conference on Efficient and Sustainable Water Systems Management toward Worth Living Development, 162, 128-135, 2016.
• [14] Liu, Y., Yang, W., Yu, Z., Lung, I., Gharabaghi, B., Estimate Sediment Yield from Upland and Channel Erosion at A Watershed Scale Using SWAT, Water Resources Management, 29, 5, 1399-1412, 2015.
• [15] Mohammad, E. M., Al-Ansari, N., Knutsson, S., Sediment Delivery from Right Bank Valleys to Mosul Reservoir, Iraq, Journal of Ecology and Environmental Sciences, 3, 1, 50-53, 2012.
• [16] Fadhel, R. M. S., Estimation of the sediment load transported by the west bank valleys Mosul dam lake, Al-Rafidain Engineering, 21, 5, 2013.
• [17] Bussi, G., Rodriguez, L.X., Frances, F., Benito, G., Sanchez, M.Y., Sopena, A., Sediment yield model implementation based on check dam infill stratigraphy in a semiarid Mediterranean catchment, Hydrology and Earth System Sciences, 17, 3339–3354, 2013.
• [18] Evans, S., Pak, J., Fleming, M., Application of Surface Erosion and Sediment Routing Capabilities of the Hec-Hms to Fort Hood, Texas, Joint Federal Interagency Sedimentation Conference, Peppermill Hotel, Reno, Nevada, USA, 2015.
• [19] Devathaa, C.P., Deshpandeb, V., Renukaprasadc, M.S., Estimation of Soil loss using USLE model for Kulhan Watershed, Chattisgarh- A case study, International Conference on Water Resources, Coastal and Ocean Engineering, 4, 1429-1436, 2015.
• [20] Vemu, S., and Pinnamaneni, U. B., Sediment Yield Estimation and Prioritization of Watershed Using Remote Sensing and GIS, International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 2012.
• [21] Al-Abadi, A. M. A., Ghalib, H. B., Al-Qurnawi, W. S., Estimation of Soil Erosion in Northern Kirkuk Governorate, Iraq Using Rusle, Remote Sensing and GIS, Journal of Earth and Environmental Sciences, 11, 1, 153-166, 2016.
• [22] Awsi, R. U., Hydrologic of Duhok and Summel Region, M.Sc. thesis, University of Mosul, Iraq, 1990.
• [23] Sa'adallah, A. M., Application of Geographic Information System to Assess the Sediment load of the Tigris River from the Alkhooser River, Master Thesis, Department of Dams and Water Resources Engineering, Faculty of Engineering, University of Mosul, 2014.
• [24] Buringh, P., Soils and Soil Conditions of Iraq, Ministry of Agriculture, Baghdad, Iraq, 322, 1960.
• [25] Al-Sinjari, M. A., Characterization and classification of some vertisols west of duhok governorate, Ph.D. thesis, University of Mosul, Iraq, 2007.
• [26] Mohammad, M. E., A Conceptual Model for Flow and Sediment Routing for a Watershed Northern Iraq, Ph.D. Thesis, University of Mosul, Iraq, 2005.
• [27] Yang, C.T., Sediment Transport Theory and Practice, McGraw Hill, New York, 1996.
• [28] Tayfur, G., Applicability of sediment transport capacity models for non-steady state erosion from steep slopes. Journal of Hydrologic Engineering, ASCE, 7, 3, 252-259, 2002.
• [29] Foster, G. R., Lane, L. J., Nowlin, J. D., Laflen, J. M., Young, R. A., Estimation erosion and sediment yield of field-sized areas, Transactions of the ASAE, 24, 5, 1253-1262, 1981.
• [30] Foster, G.R., Flanagan, D.C., Nearing, M.A., Lane, L.J., Risse, L.M., Finkner, S.C., Hillslope Erosion Component, In: USDA - Water Erosion Prediction Project, Hillslope Profile and Watershed Model Documentation. Flanagan, D.C. and Nearing M.A. (eds.), USDA- Agricultural Research Service, National Soil Erosion Research Laboratory, W. Lafayette, Indiana, USA, 1995.
• [31] Cochrane, T. A., Detachment and deposition in a simulated rill, M.Sc. Thesis, Purdue University, 1995.
• [32] Mohammad, M. E., Study the Impact of Digital Scale Modeling on Surface Runoff Hydrograph, Third International Conference on Water Resources and the Dry Environment, and the First Arab Water Forum, Riyadh, Saudi Arabia, 2008.
• [33] Neitsch, S. L., Arnold, J. G., Kiniry, J. R., Williams, J. R., Soil and water assessment tool theoretical documentation version 2009, Texas Water Resources Institute, 2011.
• [34] Ghoraba, S. M., Hydrological modeling of the Simly Dam watershed (Pakistan) using GIS and SWAT model, Alexandria Engineering, 54, 583–594, 2015.
• [35] Williams, J. R., Chapter 25: The EPIC Model, pp. 909-1000. In “Computer Models of Watershed hydrology”, by V.P. Singh (ed.). Water Resources Publications, 1995.
• [36] Wischmeier, W. H., and Smith, D. D., Predicting Rainfall Erosion Losses: A Guide to Conservation Planning, Agriculture Handbook 282, USDA-ARS, 1978.
• [37] Pak, J. H., Soil Erosion and Sediment Yield Modeling with the Hydrologic Modeling System (HEC-HMS), ASCE Journal, 2008.
• [38] Scharffenberg, W., Hydrologic Modeling System HEC-HMS User’s Manual, Institute of Water Resources Hydrologic Engineering Center, 2016.
• [39] Williams, J.R., SPNM, A Model for Predicting Sediment, Phosphorus and Nitrogen Yields from Agricultural, Water Resour., Bull., 16, 843-848, 1980.
• [40] Bagnold, R.A., Bedload Transport in Natural Rivers, Water Resources Res., 13, 303-312, 1977.
• [41] Simons, D. B., and Senturk, F., Sediment Transport Technology, Littleton, Colorado, USA, 1992.
• [42] Xie, Z., Theoretical and Numerical Research on Sediment Transport in Pressurised Flow Conditions, Ph.D. Civil Engineering Theses, University of Nebraska, Lincoln., 2011.
• [43] Aksoy, H., Kavvas, M. L., Yoon, J., Physically-based mathematical formulation for hillslope-scale prediction of erosion in ungauged basins, Proceedings of the Symposium, HS01, held at Sapporo, IAHS, 279, 101-108, 2003.