Three-Dimensional Mathematical Investigation of Dynamic and Hydrostatic Pressure Distributions on Planing Hulls

Table 1

𝑅-squared values for demonstrating the accuracy of the predicted dynamic pressure distribution by the current model.

Case	𝛽	𝜏	𝜆	𝑌	𝑅^2
(a)	0	4	5.12	0.025	0.906487849
				0.25	0.910631403
				0.475	0.914969083
(b)	0	30	1.07	0.025	0.931204774
				0.25	0.95034509
				0.475	0.931461486
(c)	20	6	2.36	0.025	0.87950731
				0.25	0.884024739
				0.475	0.951144181
(d)	20	9	0.95	0.025	0.906989641
				0.25	0.927093896
				0.475	0.853750853
(e)	40	12	4.88	0.025	0.871029
				0.25	0.981109
				0.475	0.938936
(f)	40	24	2.46	0.025	0.813929407
				0.25	0.97548186
				0.475	0.82164695