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Mr. Farhad Golzari Rahat Abad


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RE: Oroville Dam - worst case scenarios

As a hydraulic engineer involved long time in hydraulic modeling of large dam spillways, I would add the following points : - As we can see from the longitudinal profile section of spillway shown in the hydraulic report (1965), the final alternative of Oroville spillway doesn't have any aerator. It ...