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Furthermore, some of the modeling results are not satisfactory and need to be
improved. As we can see from Table 9, one of two deviations of the peak discharge
values is not satisfactory; one of two deviations of the peak times is not satisfactory. The
modeled hydrograph shapes do not fit the measured shapes very well.
To compensate for the above shortcomings and get better results, a new model,
Highway Watershed Model (HWM) will be developed and presented in Chapter Seven. It
will be applied in the project in Chapter Eight.
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