Determination of the Sediment Carrying Capacity Based on Perturbed Theory

Table 2

The parameter value of each flume test.

Number	Source	𝑉 (m/s)	𝐻 (m)	𝐷50 (mm)	𝜔 (mm/s)	𝑆∗ (kg/m^3)	Amount
1	Gilbert (1914) [30]	0.23~1.55	0.011~0.224	0.305~7.01	2.273~11.113	12.04~63.95	889
2	Meyer-Peter-Muller (1948) [42]	0.23~2.88	0.008~1.092	0.38~28.65	2.551~22.47	0.6~41.08	140
3	Einstein (1950)	0.54~1.41	0.099~0.139	0.11~0.91	1.233~3.242	108.58~435.84	30
4	Einstein and Chien (1953) [31]	0.65~1.097	0.177~0.237	0.095~0.385	1.155~2.569	142.29~412.5	26
5	Brooks (1958) [32]	0.25~0.66	0.047~0.091	0.088~0.145	1.096~1.505	26.84~308.53	23
6	Guy et al. (1966) [33]	0.198~1.932	0.058~0.405	0.19~1.20	1.758~4.587	0.348~145.14	339
7	Song et al. (1998) [34]	0.9~1.18	0.084~0.253	12.3	14.723	22.98~43.48	54
8	Wang et al. (1998) [35]	0.6~1.43	0.035~0.155	0.18~13	1.705~15.14	11.33~89.90	33