Runoff simulation using SWAT model and SUFI-2 algorithm (Case study: Shafaroud watershed, Guilan Province, Iran)

Reliable estimates of runoff are required as a part of the information sets that help watershed managers make informed decisions on water resources planning and management. This study was carried out in Shafaroud watershed located in the north of Iran. In order to achieve the best runoff simulatio...

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Main Authors: Taghvaye Salimi, E., Nohegar, A., Malekian, A., Hosseini, M., Holisaz, A.
Format: Article
Language:English
Published: University of Guilan 2016-12-01
Series:Caspian Journal of Environmental Sciences
Subjects:
Online Access:https://cjes.guilan.ac.ir/article_1735.html
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spelling doaj-6a97449f54b84d52ae062dbaf641ee452020-11-24T22:01:57ZengUniversity of GuilanCaspian Journal of Environmental Sciences 1735-30331735-38662016-12-011416980Runoff simulation using SWAT model and SUFI-2 algorithm (Case study: Shafaroud watershed, Guilan Province, Iran)Taghvaye Salimi, E.Nohegar, A.Malekian, A.Hosseini, M.Holisaz, A.Reliable estimates of runoff are required as a part of the information sets that help watershed managers make informed decisions on water resources planning and management. This study was carried out in Shafaroud watershed located in the north of Iran. In order to achieve the best runoff simulation in the study area, first rainfall data of four stations during 1998 to 2011 were collected and combined with other maps of the study area, such as Digital Elevation Model (DEM), land use and soil as input data in the form ofSoil and Water Assessment Tools (SWAT) model. After running the model, the Sequential Uncertainty Fitting (SUFI-2) algorithm in SWAT calibration and uncertainty program (SWAT-CUP) were used to evaluate the data uncertainty and the most accurate simulation. The first three years (1998-2000) of rainfall data for warm-up and the next 7 years (2001-2007) for the calibration and final 4 years (2008-2011) were used for the validation period. Finally, with multiple simulations, the uncertainty of the parameters was assessed with P-factor, R-factor, R 2 and NS coefficients. The results of validation period (R ^2=0.85, NS=0.74) confirmed the potential of SUFI-2 algorithm of SWAT-CUP program for simulating runoff data in the study area.https://cjes.guilan.ac.ir/article_1735.htmlSWAT-CUPSUFI-2SimulationShafaroud watershed
collection DOAJ
language English
format Article
sources DOAJ
author Taghvaye Salimi, E.
Nohegar, A.
Malekian, A.
Hosseini, M.
Holisaz, A.
spellingShingle Taghvaye Salimi, E.
Nohegar, A.
Malekian, A.
Hosseini, M.
Holisaz, A.
Runoff simulation using SWAT model and SUFI-2 algorithm (Case study: Shafaroud watershed, Guilan Province, Iran)
Caspian Journal of Environmental Sciences
SWAT-CUP
SUFI-2
Simulation
Shafaroud watershed
author_facet Taghvaye Salimi, E.
Nohegar, A.
Malekian, A.
Hosseini, M.
Holisaz, A.
author_sort Taghvaye Salimi, E.
title Runoff simulation using SWAT model and SUFI-2 algorithm (Case study: Shafaroud watershed, Guilan Province, Iran)
title_short Runoff simulation using SWAT model and SUFI-2 algorithm (Case study: Shafaroud watershed, Guilan Province, Iran)
title_full Runoff simulation using SWAT model and SUFI-2 algorithm (Case study: Shafaroud watershed, Guilan Province, Iran)
title_fullStr Runoff simulation using SWAT model and SUFI-2 algorithm (Case study: Shafaroud watershed, Guilan Province, Iran)
title_full_unstemmed Runoff simulation using SWAT model and SUFI-2 algorithm (Case study: Shafaroud watershed, Guilan Province, Iran)
title_sort runoff simulation using swat model and sufi-2 algorithm (case study: shafaroud watershed, guilan province, iran)
publisher University of Guilan
series Caspian Journal of Environmental Sciences
issn 1735-3033
1735-3866
publishDate 2016-12-01
description Reliable estimates of runoff are required as a part of the information sets that help watershed managers make informed decisions on water resources planning and management. This study was carried out in Shafaroud watershed located in the north of Iran. In order to achieve the best runoff simulation in the study area, first rainfall data of four stations during 1998 to 2011 were collected and combined with other maps of the study area, such as Digital Elevation Model (DEM), land use and soil as input data in the form ofSoil and Water Assessment Tools (SWAT) model. After running the model, the Sequential Uncertainty Fitting (SUFI-2) algorithm in SWAT calibration and uncertainty program (SWAT-CUP) were used to evaluate the data uncertainty and the most accurate simulation. The first three years (1998-2000) of rainfall data for warm-up and the next 7 years (2001-2007) for the calibration and final 4 years (2008-2011) were used for the validation period. Finally, with multiple simulations, the uncertainty of the parameters was assessed with P-factor, R-factor, R 2 and NS coefficients. The results of validation period (R ^2=0.85, NS=0.74) confirmed the potential of SUFI-2 algorithm of SWAT-CUP program for simulating runoff data in the study area.
topic SWAT-CUP
SUFI-2
Simulation
Shafaroud watershed
url https://cjes.guilan.ac.ir/article_1735.html
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