Evolution Mechanism of Meandering River Downstream Gigantic Hydraulic Project I: Hydrodynamic Models and Verification

Table 6

Distributary ratio at different flow rate ( is measured value, is predicted value, and is error, ).

	()	Date	Left branch			Right branch
			(%)	(%)	(%)	(%)	(%)	(%)
Low water period	5231	2006.01	3.76	3.14	-0.62	96.24	96.86	0.62
Median water period	16322	2008.10	8.50	10.36	1.86	91.50	89.64	-1.86
	19175	2010.09	10.77	10.22	-0.55	89.23	89.78	0.55
High water period	28900	2007.07	8.96	8.02	-0.94	91.04	91.98	0.94