شبیه‌سازی رسوب‌گذاری در مخازن سدها با استفاده از مدل WASA-SED (مطالعه موردی سد باراسونا- اسپانیا)

نوع مقاله : مقاله پژوهشی

چکیده

در این مقاله الحاقیه جدید مدلWASA-SED که با هدف شبیه‌سازی فرآیند رسوب‌گذاری در مخازن سدها توسعه یافته مورد ارزیابی قرار گرفته است. برای ارزیابی الحاقیه جدید مدل واسا، فرآیند رسوب‌گذاری در مخزن سد باراسونا (اسپانیا) که در ناحیه­ای با فرسایش پذیری بالا قرار دارد مورد بررسی قرار گرفت. مهمترین پارامتر در شبیه‌سازی رسوب‌گذاری در مخازن سدها تعیین ضخامت لایه فعال است از اینرو برای واسنجی مدل و تعیین ضخامت لایه فعال از آمار و اطلاعات مربوط به دو بازه زمانی که یکی مربوط به دوران بهره‌برداری عادی از مخزن (1986 تا 1993) و دیگری دوران بهره‌برداری همراه با انجام عملیات فلاشینگ در مخزن بوده (1995 تا 1997) استفاده گردید. پس از تعیین ضخامت لایه فعال، فرآیند رسوب‌گذاری با استفاده از مدل واسا برای دوره زمانی 1998 تا 2006 شبیه‌سازی شد و با اطلاعات برداشت شده از مخزن سد مورد مقایسه قرار گرفت نتایج مقایسه نشان می دهد الحاقیه جدید مدل واسا در شبیه‌سازی رسوب‌گذاری در مخازن سدهایی که در حوضه های آبخیز با فرسایش پذیری بالا قرار گرفته اند از دقت مناسبی برخوردار است.

کلیدواژه‌ها


عنوان مقاله [English]

Simulation of Sedimentation in Dam Reservoirs Using WASA-SED Model (Case Study: Barasona Dam, Spain)

چکیده [English]

In this article the new sediment module of WASA-SED that aims at simulating the process of sedimentation in reservoirs is developed and evaluated. To evaluate this new module of WASA-SED, the process of sedimentation in Barasona dam reservoir (Spain), located in a region with high erosion, was examined. The most important parameter in the simulation of sedimentation in reservoirs is to determine the thickness of the active layer. Hence, for the calibration of the model, the relevant data of two time intervals when one was related to the period of normal operation of the reservoir (1986-1993) and another one to a period of the operation time along with the flushing (1995 to 1997) were used. After determining the active layer thickness, the sedimentation process was simulated for the period 1998-2006. The results of the simulation were compared with the dam reservoir hydrographic information. The results of the comparison showed that the new module of WASA-SED for simulation of sedimentation in dam reservoirs in regions with high erosion had a  proper accuracy.

کلیدواژه‌ها [English]

  • Barasona
  • dam reservoir
  • Sedimentation
  • Simulation
  • WASA-SED
Arnold JG, William JR, Nicks AD and Sammons NB, 1989. SWRRB A Basin Scale Simulation Model for Soil and Water Resources Management. Texas A&M University Press. USA.
Avendano  C, Cobo R, Sanz M.E. and Gomez JL. 1997. Capacity situation in Spanish reservoirs. I.C.O.L.D. 19th Congress on Large Dams, 74, R52: 849-862.
De Roo APJ, Wesseling CG and Ritsema CJ, 1996. A single event physically-based hydrologic and soil erosion model for drainage basins. Hydrol Processes 10: 1107–1117.
Fan J and Morris G, 1992. Reservoir Sedimentation. I: Delta and density current deposits. J Hyd Engr, ASCE 118(3): 354-369.
Fan J and Morris G. 1992. Reservoir Sedimentation. II: Reservoir Desiltation and Long Term Storage Capacity. J Hyd Engr, ASCE 118(3): 370-384.
Fargas D, Martınez JA and Poch RM, 1996. Identification of critical sediment source areas at regional level. Annales Geo-physical 14 Sup-plement II, 314, European Geophysical Society C.
Francke T, 2009. Measurement and modelling of water and sediment fluxes in Meso-Scale Dryland Catchments. Ph.D. thesis, Universit ¨at Potsdam, Potsdam.
Guntner  A, 2002. Large-scale hydrological modelling in the semi-arid North-East of Brazil. Dissertation, Institut fur Geookologie, Universit at Potsdam, PIK-Report, Nr 77.
Guntner  A  and Bronstert  A, 2004. Representation of landscape variability and lateralredistribution processes for large-scale hydrological modelling in semi-arid areas. J Hydrol 297(2): 136–161.
Jetten V, 2002. LISEM user manual version 2.x. Draft Version January  Utrecht Centre for Environment and Landscape Dynamics,Utrecht University, The Netherlands, 48p.
Kirkby MJ, 1997.  Physically based process model for hydrology ecology and land degradation, in: Mediterranean Desertification and Land Use. John Wiley, UK. 303-354.
Krysanova F, Wechsung J, Arnold R, Srinivasan J and Williams A, 2000. Soil and Water Integrated Model. User Manual. PIK Report Nr. 69, 239 p.
Neitsch SL, Arnold JG, Kiniry JR, Williams JR and King KW,  2002. Soil and Water Assessment Tool Theoretical Documentation Version. Published by Texas Water Resources Institute, TWRI Report TR-191,
Morgan  RPC, Quinton JN, Smith RE. Govers G, Poesen JWA, Auerswald  K, Chisci G, Torri D and Styczen ME. 1998. The European Soil Erosion Model (EUROSEM). Earth Surf Proc Land 23: 527–544.
Parker G and Sutherland AJ, 1990. Fluvial Armor. J Hydraul Res 28: 529-544.
Schmidt J. 1991. A mathematical model to simulate rainfall erosion. Catena Suppl 19: 101–109.
Sivapalan M, Viney NR and Jeevaraj CG, 1996. Water and salt balance modelling to predict the effects of land use changes in forested catchments. 3. The large scale model. Hydrol Processes 10: 429–446.
Valero Garces BL, Navas A, Machin J and Walling DE. 1999. Sediment sources and siltation in mountain reservoirs: a case study from the Central Spanish Pyrenees. Geomorphology 28: 23-41.
Williams J. 1995. The EPIC Model, in: Computer Models of Watershed Hydrology, edited by: Singh VP, Water Resources Publications, Highlands Ranch CO.
Wischmeier WH and Smith DD,  1978. Predicting rainfall erosion losses. US department of Agriculture, Agriculture Handbook, No 537.
Wu W and Wang SSY, 2006. Formulas for sediment porosity and settling velocity. J Hyd Engr, ASCE 132(8): 858-862.