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Titlebook: Nile River Basin; Hydrology, Climate a Assefa M. Melesse Book 2011 Springer Science+Business Media B.V. 2011 Climate change.Hydrological mo

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Hydrological Variability and Climate of the Upper Blue Nile River Basinand high flows are likely to occur during La Niña years and dry years are likely to occur during El Niño years at a confidence level of 90%. Low and high flow analysis for selected tributaries and flow at the Blue Nile River flow shows different recurrence intervals of the high and low flows.
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Evaluation of Satellite Rainfall Estimates and Gridded Gauge Products over the Upper Blue Nile Regio accumulations were not as good. However, the daily products performed reasonably well in detecting the occurrence of rainfall. Very good agreements were observed between the gridded raingauge analyses and the reference raingauge data.
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e basin in relation to the anthropogenic and climate changes.This book presents results of scientific studies ranging from hydrological modelling to water management and policy issues in the Nile River basin. It examines the physical, hydrometeorological and hydrogeological description of the basin
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Hydrological Balance of Lake Tana, Upper Blue Nile Basin, Ethiopiameasured to estimated lake levels. Results of daily lake level simulation show a relative volume error of 2.17% and a Nash–Sutcliffe coefficient of 0.92. Results show runoff from ungauged catchments of 527 mm/year for the simulation period 1994–2003 while the closure term only is 85 mm. Compared to previous works this closure term is smallest.
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Watershed Hydrology of the (Semi) Humid Ethiopian Highlandspes or from areas of exposed bedrock. Using these principles, a simple distributed watershed hydrology model was developed. The models reproduce the daily discharge pattern reasonably well for the small watershed and the 10-day discharge values for the whole Blue Nile Basin in Ethiopia. The simplici
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Evapotranspiration Modeling Using Remote Sensing and Empirical Models in the Fogera Floodplain, Ethinal methods indicated that the MM method performed best over the floodplain as compared to the PM approach while the PT and Abtew (A) simple equations only produced fair results. The latter two approaches required calibration of site specific coefficients that may have affected the estimation result
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