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  1. gt7282c

    Protecting a slope from a nappe

    I have a situation along a shoreline where an existing 8-inch pipe ends at bulkhead, approximately 3 feet above grade. The grade below is a rip-rapped slope @ roughly 20%. An engineer wants to upsize the pipe to a 12-inch and increase the amount of runoff discharging to the outfall. Given...

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