2019
DOI: 10.1016/j.jhydrol.2018.11.035
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Water and salt balance modelling of intermittent catchments using a physically-based integrated model

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Cited by 21 publications
(16 citation statements)
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“…The ranges of the performance criteria for the bores were also comparable with previous applications of ISSHMs in other intermittent catchments (Camporese et al, 2014;Daneshmand et al, 2019).…”
Section: Model Performancesupporting
confidence: 79%
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“…The ranges of the performance criteria for the bores were also comparable with previous applications of ISSHMs in other intermittent catchments (Camporese et al, 2014;Daneshmand et al, 2019).…”
Section: Model Performancesupporting
confidence: 79%
“…For groundwater levels, NSE is not adequate and the Willmott index of agreement (IoA) was used (e.g., Dean et al 2016;Daneshmand et al 2019), which reads (Willmott, 1981) In addition to KGE, coefficient of determination (R 2 ), root mean square error (RMSE), and Nash-Sutcliffe efficiency (NSE) were used for streamflow.…”
Section: Model Setupmentioning
confidence: 99%
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“…Out of the 1.5 billion ha in use for crop production world-wide, human-induced (secondary) salinity is now impacting some 0.3 billion ha and already represents a threat to the food security of arid regions, where irrigation is employed routinely (Ghassemi et al, 1995;Pitman & L€ auchli, 2002). Projected climate change and associated sea-level rise, population growth, and increasing demand for water and crop production are expected to induce a further uptick in both natural (primary) and secondary salinization over the next decades (Pankova & Konyushkova, 2014;Qadir et al, 2014;Jesus et al, 2015;Daneshmand et al, 2019). The fast growth of the salinization phenomenon thus calls for effective solutions to mitigate the different forms of salt-induced land degradation.…”
Section: Introductionmentioning
confidence: 99%
“…The physically-based distributed model describes the spatial non-uniformity of runoff generation by dividing the area into grids or cells. For example, the European hydrological system (SHE) calculates runoff at each orthogonal grid by using the Saint-Venant's equation, Richards equation, and Boussinesq equation [16]. Currently, some studies are investigating the spatial and temporal changing behaviors of partial contribution areas by using the topographic wetness index integrated with the curve number (CN) equation developed by the soil conservation service (SCS; U.S. department of agriculture) [17,18], and some studies using the current precipitation index [19].…”
Section: Introductionmentioning
confidence: 99%