2012
DOI: 10.4038/engineer.v45i2.6939
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An Application of Distributed Hydrological Model, YHyM/BTOPMC to Gin Ganga Watershed, Sri Lanka

Abstract: Abstract:Modelling approach is a useful tool which provides information on spatial distribution of basin hydrologic components. In that context distributed hydrological models play a vital role in efficient planning and managing water resources systems. But their applications are partly limited due to the requirement of large amount of data which are not always available and difficulties in obtaining such data due to bureaucratic constraints. Global public domain data sets have become increasingly available on… Show more

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Cited by 6 publications
(3 citation statements)
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“…Gin Ganga river basin is located in the Southern part of the country with a catchment area of 932 km 2 and an average annual runoff of 1,268 MCM (Wickramaarachchi et al, 2012). some cases with, as expected, the highest rainfall in regions with higher elevation.…”
Section: Comparison Of Affected River Basinssupporting
confidence: 71%
“…Gin Ganga river basin is located in the Southern part of the country with a catchment area of 932 km 2 and an average annual runoff of 1,268 MCM (Wickramaarachchi et al, 2012). some cases with, as expected, the highest rainfall in regions with higher elevation.…”
Section: Comparison Of Affected River Basinssupporting
confidence: 71%
“…The catchment can be classified into three distinct landscape types, i.e., the lowlands, the midlands and the uplands. Soils in the catchment comprise Red Yellow Podzolic soil covering most of the uplands and midlands while alluvial, bog and half-bog soil types along streams and in the lowlands [12]. The catchment of the Gin River is rather a natural catchment in Sri Lanka having a natural rainforest and wildlife reserve covering considerable area in the uplands and the midlands.…”
Section: Study Area and Datamentioning
confidence: 99%
“…Though the simulated hydrographs followed the trend of the observed flows, the highest flows (> 90 m 3 /s) were underestimated by the model. Underestimation of the highest flows might be due to the inadequate representation of spatial variability of rainfall owing to limited number of rainfall gauging stations, particularly in the upper and middle reaches of the catchment [Figure 1(b)] [48], [49]. Moreover, according to Makungo et al [13], MIKE 11 NAM model has generally been known to underestimate peak flows owing to lack of ability of rainfall-runoff models to simulate complex hydrological phenomena during high flow periods, accurately.…”
Section: Multi-objective Function Calibration (Schemes 5 -15)mentioning
confidence: 99%