Groundwater conceptualization and modeling using distributed SWAT-based recharge for the semi-arid agricultural Neishaboor plain, Iran

Izady, A.; Davary, K.; Alizadeh, A.; Ziaei, A. N.; Akhavan, S.; Alipoor, A.; Joodavi, A.; Brusseau, M. L.

Groundwater conceptualization and modeling using distributed SWAT-based recharge for the semi-arid agricultural Neishaboor plain, Iran | Conceptualisation et modélisation hydrogéologique de la plain semi-aride et agricole de Neishaboor (Iran) en utilisant le modèle distribué SWAT Conceptualización y modelado de agua subterránea usando la recarga distribuida basada en SWAT para la planicie agrícola semiárida de Neishaboor, Irán 采用基于分散式SWAT的补给对伊朗Neishaboor半干旱农业平原进行地下水概念化和模拟 ادراک و مدل سازی آب زیرزمینی با استفاده از تغذیه توزیعی حاصل از مدل SWAT در دشت کشاورزی نیشابور، ایران، با شرایط اقلیمی نیمه خشک Conceptualização e modelagem das águas subterrâneas usando modelo de recarga SWAT distribuído para a planície agrícola semiárida de Neishaboor, Irã

2015

Increased irrigation in the Neishaboor watershed, Iran, during the last few decades has caused serious groundwater depletion, making the development of comprehensive mitigation strategies and tools increasingly important. In this study, SWAT and MODFLOW were employed to integratively simulate surface-water and groundwater flows. SWAT and MODFLOW were iteratively executed to compute spatial and temporal distributions of hydrologic components. The combined SWAT-MODFLOW model was calibrated (2000–2010) and validated (2010–2012) based on streamflow, wheat yield, groundwater extraction, and groundwater-level data. This multi-criteria calibration procedure provided greater confidence for the partitioning of water between soil storage, actual evapotranspiration, and aquifer recharge. The SWAT model provided satisfactory predictions of the hydrologic budget for the watershed outlet. It also provided good predictions of irrigated wheat yield and groundwater extraction. The 10-year mean annual recharge rate estimated using the combined model varied greatly, ranging from 0 to 960 mm, with an average of 176 mm. This result showed good agreement with the independently estimated annual recharge rate from an earlier study. The combined model provides a robust tool for the sustainable planning and management of water resources for areas with stressed aquifers where interaction between groundwater and surface water cannot be easily assessed.

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