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A PCOriented Distributed Hydrologic Model Based on
Automatic Calibration of Conceptual Hydrological Models
Use of ARMA Models with Constant and Periodic
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algorithm analysis applied approach aquifer bottom boundary boundary conditions breaking calculated calibration canal changes channel characteristics coefficient compared component computed considered constant cost cross curve defined depth described determined developed direction discharge distribution downstream effects element energy Engineering equations error estimated experimental expression field Figure flood flow fluid flux formulation fracture function given groundwater head height hydraulic important increase initial length linear lines mathematical maximum mean measured method nodes numerical observed obtained operation optimal parameters performance period pipe position possible predicted presented pressure problem procedure pump reach region relation Research respectively river scheme sediment sensitivity shown shows simulation slope soil solution solved station step structure surface Table transport unit upstream values variables variation velocity water level wave zone