Hopefully I am posting in the correct location. Is anyone familiar with design of grouted riprap for dam spillways or revetments based on expected overtopping flow velocities? I am trying to determine if there would be a considerable reduction in stone size and layer thickness between loose riprap and grouted riprap but I am having trouble finding information on grouted riprap. I would greatly appreciate it if anyone has some information (design manuals, examples, etc.) they could direct me to. Thanks!
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