1992
DOI: 10.1016/0022-1694(92)90232-k
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Application of the SHE to catchments in India Part 1. General results

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Cited by 68 publications
(17 citation statements)
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“…Parameter sensitivity analysis has shown that simulation results of distributed models are very much more sensitive to some parameters than others. Calver (1988), Bathurst & O'Connell (1992), Refsgaard et al (1992) and Refsgaard (1996) show that a few essential parameters have particular effects on simulated hydrographs. This knowledge was used in this study to reduce calibration parameters to the following: hydraulic conductivity in the unsaturated zone, the overland resistance coefficient, and the drainage time constant.…”
Section: Calibrationmentioning
confidence: 99%
“…Parameter sensitivity analysis has shown that simulation results of distributed models are very much more sensitive to some parameters than others. Calver (1988), Bathurst & O'Connell (1992), Refsgaard et al (1992) and Refsgaard (1996) show that a few essential parameters have particular effects on simulated hydrographs. This knowledge was used in this study to reduce calibration parameters to the following: hydraulic conductivity in the unsaturated zone, the overland resistance coefficient, and the drainage time constant.…”
Section: Calibrationmentioning
confidence: 99%
“…Because of computer limitations 30 years ago, the model's ability to couple soil science, hydraulics, groundwater, and other physical processes was an important breakthrough. Before MIKE SHE was successfully employed to simulate the complete basin over a long period of time in India (Refsgaard et al, 1992), only Miles and Rushton (1983) had ever used an integrated physical distributed hydrological model for such a large-scale watershed simulation over a long period; however, its surface water model was lumped. Therefore, Graham and Butts (2005) stated that the major scientific contribution of the SHE and MIKE SHE model is having been the first actual successful application of a fully distributed physical model for a basin of more than 1000 km 2 , and they considered it the representative integrated distributed physical model.…”
Section: Brief History Of Development Of Mike Shementioning
confidence: 99%
“…MIKE SHE is a further development based on the SHE modelling concept. It has been widely adopted for catchment studies (Barthurst [3,4]; Refsgard et al [12]; Jain et al [8]). It simulates water flow, water quality and sediment transport.…”
mentioning
confidence: 99%