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.
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Figure 4.6 Comparison of observed and computed runoff hydrograph by Modified SCS-CN method.
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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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