Simulation of Sediment Discharges during an Outfall Dredging Operation

Table 7

Summary of CORMIX-GTS iterative simulations results on varying the horizontal angle of discharge for discharges at 1200 m offshore.

Sigma; (degrees)	Flow class	Initial resuspension			100 m		500 m		1000 m
		At; (m)	Total; (kg/m^3)	Clay; (kg/m^3)	Total; (kg/m^3)	Clay; (kg/m^3)	Total; (kg/m^3)	Clay; (kg/m^3)	Total; (kg/m^3)	Clay; (kg/m^3)
0	IV1	28.06	3.97	1.65	3.31	1.48	2.47	1.19	1.78	0.94
15	IV1	26.99	3.94	1.63	3.28	1.45	2.45	1.18	1.77	0.94
30	IV1	27.97	3.91	1.62	3.24	1.44	2.44	1.18	1.77	0.94
45	IV1	29.15	3.88	1.61	3.24	1.44	2.44	1.18	1.78	0.94
60	IV1	30.38	3.89	1.61	3.28	1.46	2.47	1.19	1.80	0.95
75	IV1	31.65	3.96	1.64	3.36	1.50	2.52	1.22	1.82	0.97
90	IV1	33.04	4.09	1.70	3.49	1.55	2.61	1.26	1.86	0.99
105	IV1	34.48	4.27	1.78	3.67	1.64	2.69	1.31	1.91	1.02
120	IV1	35.95	4.49	1.87	3.86	1.73	2.79	1.36	1.95	1.05
135	IV1	37.60	4.75	1.98	4.06	1.81	2.88	1.41	1.98	1.07