Determination of the Sediment Carrying Capacity Based on Perturbed Theory

Table 1

The parameter value of each river.

Number	Source	𝑉 (m/s)	𝐻 (m)	𝐷50 (mm)	𝜔 (mm/s)	𝑆∗ (kg/m^3)	Amount
1	Cobly and Hembree (1955) [20]	0.63~1.71	0.191~0.481	0.206~1.359	1.168~2.447	23.22~47.6	40
2	Toffaleti (1968) [21]	0.21~3.56	4.163~13.28	0.085~0.129	1.07~1.265	0.127~13.994	305
3	Culbertson et al. (1972) [22]	0.59~1.618	0.193~1.712	0.170~0.250	1.594~2.192	39.178~59.95	33
4	Shen et al. (1978) [23]	1.389~1.745	2.714~4.238	0.113~0.166	1.258~2.113	5.117~13.90	25
5	Nakato (1990) [24]	0.124~1.693	1.012~6.163	0.1350~4.300	1.312~3.522	1.245~7.107	29
6	Samide (1971) [25]	1.183~3.622	0.752~2.243	13.61~57.51	1.543~3.163	30.52~78.78	55
7	NEDCO (1973) [26]	0.117~1.389	0.32~11.228	0.100~1.080	1.155~4.358	0.029~6.86	113
8	Chitales (1966) [27]	0.138~1.954	0.271~3.156	0.021~0.052	0.117~1.643	12.4~18.61	32
9	Chaudhry et al. (1970) [28]	0.631~1.197	1.911~3.114	0.190~0.311	1.613~2.297	2.185~8.26	33
10	Mahmood et al. (1984) [29]	0.092~2.128	0.113~11.75	0.162~0.579	0.843~2.898	0.115~22.44	1968