2014
DOI: 10.1061/(asce)he.1943-5584.0000984
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Application of Linearized Calibration Method for Vertically Mixed Runoff Model Parameters

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Cited by 22 publications
(33 citation statements)
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“…The VMM is a lumped, continuous hydrologic model and has been used in many areas in China, especially in semiarid and subhumid catchments (Bao and Zhao, 2014;Wang and Ren, 2009). Compared with other conceptual models, such as the XAJ model (Zhao, 1992) and the Sacramento Soil Moisture Accounting (SSMA) model (Burnash et al, 1973), among others, the VMM is capable of simulating the saturation excess and infiltration excess runoff generation mechanisms simultaneously.…”
Section: Vertically Mixed Runoff Modelmentioning
confidence: 99%
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“…The VMM is a lumped, continuous hydrologic model and has been used in many areas in China, especially in semiarid and subhumid catchments (Bao and Zhao, 2014;Wang and Ren, 2009). Compared with other conceptual models, such as the XAJ model (Zhao, 1992) and the Sacramento Soil Moisture Accounting (SSMA) model (Burnash et al, 1973), among others, the VMM is capable of simulating the saturation excess and infiltration excess runoff generation mechanisms simultaneously.…”
Section: Vertically Mixed Runoff Modelmentioning
confidence: 99%
“…Here, the calculation of runoff generation is described briefly. More detailed information about the VMM is contained in Bao and Zhao (2014). The improved Green-Ampt infiltration curve (Bao, 1993) is applied in the VMM as the infiltration capacity curve, and the equation is as follows:…”
Section: Vertically Mixed Runoff Modelmentioning
confidence: 99%
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“…The MIX model [32][33][34][35] adopted in this research is based on the vertical mix runoff generation mechanism. The vertical mix runoff generation mechanism couples the infiltration excess and saturation excess processes together to describe the runoff generation dynamics of semi-humid semi-arid regions.…”
Section: Modelmentioning
confidence: 99%
“…The generated discharges of sub-basins are then routed down the river channels to the whole watershed outlet using the Muskingum successive routing method. Detailed descriptions of the model principles can be found in relevant literatures [32][33][34][35].…”
Section: Modelmentioning
confidence: 99%