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Future changes in Mekong River hydrology: impact of climate change and reservoir operation on discharge

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Figure

Fig. 1. Location of the hydrometeorological stations used in the study. (A) precipitation stations; (B) temperature stations; (C) main riverdischarge gauging stations over the DEM (digital elevation model)
Table 2. Downscaled GCMs (general circulation models), emissionscenarios used, and spatial resolution of each GCM.
Fig. 2. Validation results of the VMod hydrological model. (A) Daily discharge at Chiang Saen; (B) daily discharge at Stung Treng; (C)monthly average discharge at Chiang Saen; and (D) monthly average discharge at Stung Treng
Table 3. Nash-Sutcliffe efficiency coefficient (E) and ratio of cumu-lative discharge volumes (computed/measured) for the calibration(1982–1991) and validation (1993–1999) periods simulated withdaily time-step
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