4.6. Inflow Estimation in Multi-Reservoir Case

In many cases, multiple reservoirs are constructed in the catchment for distributed water supply; under such a situation the modeling framework used to simulate the inflow at the outlet of the catchment is presented in Fig. 4.7.
Figure 4.6 Comparison of observed and computed runoff hydrograph by Modified SCS-CN method.
Figure 4.7 Schematic presentation of multi-reservoirs in the catchment.
The steps followed in the estimation of inflow hydrograph for the last reservoir using the uncoupled modeling approach ...

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