摘要
Laboratory tests have been conducted on the basis of theoretical analysis of stability of armour Grate Plates with reference to 20 structures. Some empirical formulas of statility thickness of Grate Plates have been obtained in consideration of the effects of water depth in front of the structures and critical wave period. The test results have been compared with field data.
Laboratory tests have been conducted on the basis of theoretical analysis of stability of armour Grate Plates with reference to 20 structures. Some empirical formulas of statility thickness of Grate Plates have been obtained in consideration of the effects of water depth in front of the structures and critical wave period. The test results have been compared with field data.
