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What is Hudson Formula for Rock Armour Stability about?

This document summarizes various formulas for calculating the stability of rock armor layers used on structures like breakwaters under wave attack. It describes the original Hudson formula from 1953 and improvements made by van der Meer in 1988 and van Gent in 2003. The formulas relate the median weight of armor stones to parameters like wave height, slope angle, density, and damage level. Modifications are presented to adjust the formulas for different conditions like shallow water, where the 2% wave heigh

Author

cfeli87

Language

EN