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etude de la qualite des eaux d'un hydrosysteme fluvial ... - LTHE

etude de la qualite des eaux d'un hydrosysteme fluvial ... - LTHE

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Before any simu<strong>la</strong>tion attempt, it should be noted that estimated boundary conditions are notdiurnally varied since the water level is not diurnally varied. Moreover rainwater is not takeninto account. Besi<strong>de</strong>s these disadvantages, the overall variation of these estimated boundaryconditions is simi<strong>la</strong>r to the monitored boundary conditions represented in the previoussection. The contents of organic matters, organisms and phosphate are low during high waterlevel and high when water level dropped.It is seen from figure 2.4.5 that turbidity in N3 (after the dam) changed abruptly. In or<strong>de</strong>r tofurnish the mo<strong>de</strong>l a SPM boundary condition, the monitored turbidity was smoothed up andthe formu<strong>la</strong> extrapo<strong>la</strong>ted from 2002 was employed to convert SPM from turbidity.SPM = 0.6158*Turbidity4.4.2.3. Initial conditions of biochemical variablesInitial conditions are achieved by two separate working steps. Firstly, a series of suitableequations are set up to calcu<strong>la</strong>te the given initial conditions from avai<strong>la</strong>ble data. These giveninitial conditions are usually re<strong>la</strong>ted to the boundary condition at time zero of the simu<strong>la</strong>tion.Like the equations formu<strong>la</strong>ted in the steady state simu<strong>la</strong>tion, the given initial conditions arecalcu<strong>la</strong>ted from loadings of variables at time zero. Then, the steady state initial conditions areautomatically computed by AQUASIM and are presented in the following figures.Figure 2.4.17: Initial condition of pHFigure 2.4.18: Initial condition of DO148

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