000			a
999			_c18654 _d18654
003			OSt
005			20230111150728.0
008			230111b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_919665 _aKumaran,V.
245			_aDamage analysis of toe for wall type breakwaters
250			_aVol.103(1),Mar
260			_aUSA _bSpringer _c2022
300			_a185-194p.
520			_aThis study presents the result obtained from a series of experiments conducted in regular wave flume to assess the stability of toe protection for wall type breakwater. In the present paper, the determination of the size of the toe armour units and its cross-section for the stable design is presented. The applicability of the Brebner and Donnelly (Coast Eng Proc 1: 24, 1962) design curve for depth limited conditions is validated for a certain fixed relative foundation depth (d1/d) and wavelength (L), the significant wave height (Hs). The main aim of the tests is to know the stability of the toe armour units and % damage level for varying wave characteristics. The results are represented in non-dimensional graphs and it is observed that the maximum percentage damage observed for the depth of water 0.35 m is 5.2 %.
650		0	_94642 _aHumanities and Applied Sciences
700			_919666 _a Manu
773	0		_dSwitzerland Springer _tJournal of the institution of engineers (India): Series A _x 2250-2149
856			_uhttps://link.springer.com/article/10.1007/s40030-021-00591-4 _yClick here
942			_2ddc _cAR