Volume 3 nr 1 / 2011 - Academia Oamenilor de Stiinta din Romania
Volume 3 nr 1 / 2011 - Academia Oamenilor de Stiinta din Romania
Volume 3 nr 1 / 2011 - Academia Oamenilor de Stiinta din Romania
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88 Lorand Catalin Stoenescu5.3. Numerical calculationThe numerical calculations were done with HYDRO_AS-2D computer program(Prof.PhD. Marinko Nujic, Germany).The program uses a equations system <strong>de</strong>rived from the basis Barre <strong>de</strong> SaintVenant equations for non-permanent water flow in open channels. In 1999Prof. Ph.D. Marinko Nujic write a compact form of those equations that can easilybe utilized by the program:wherewithH = h + z – water level above the reference level;u, v – velocity in x and y directions;S f – contains the terms for roughness;Copyright © Editura Aca<strong>de</strong>miei <strong>Oamenilor</strong> <strong>de</strong> Știință <strong>din</strong> România, <strong>2011</strong>Watermark Protected