Investigating the Effects of the Block Geometries and Sidewall Divergences on the Local Scour Downstream of Baffled Chute Spillways

Table 4

Froude similarity modeling and calculated Reynolds, Weber, and Froude numbers.

Q (L/s)	y0 (cm)	Fr0	Frd densimetric		We
3.00	4.68	0.095	0.76		67.02
6.50	5.90	0.145	1.17		127.13
9.50	6.50	0.183	1.14		180.21
15.50	7.60	0.236	1.71		292.21
17.00	7.78	0.250	1.69		318.37
20.00	8.16	0.274	1.82		372.34
22.00	8.39	0.289	1.90		408.11