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Table 3

Characteristics of simulated flood flows and suspended sediments at the outlet from the pond using uncertain rating curves

No.DateMaximum outflow discharges (m3·s−1)
Detention time (h)
Suspended sediment decay coefficients (10−5 s−1)
Maximum sediment concentration in outflow (mg·dm−3)
Suspended sediment load in outflow (Mg)
v1v5v9v1v5v9v1v5v9v1v5v9v1v5v9
4-Sep-2015 0.084 0.48 0.96 2.43 0.74 0.26 10.7 6.18 3.81 0.44 2.31 4.70 0.0004 0.019 0.089 
6-Sep-2015 0.54 1.21 2.12 1.67 0.71 0.36 9.02 6.07 4.43 7.95 19.49 30.98 0.177 1.104 3.076 
26-Sep-2015 0.30 0.85 1.54 1.86 0.62 0.30 9.48 5.70 4.07 3.35 10.42 17.29 0.032 0.293 0.871 
18-Nov-2015 0.40 0.98 1.73 1.74 0.66 0.44 9.19 5.87 4.86 13.70 39.00 60.73 0.209 1.634 4.421 
20-Jun-2016 0.26 0.75 1.36 1.95 0.68 0.32 9.69 5.95 4.20 6.69 22.04 37.94 0.050 0.581 1.830 
 Average 0.32 0.85 1.54 1.93 0.68 0.33 9.62 5.95 4.27 6.43 18.65 30.33 0.09 0.73 2.06 
No.DateMaximum outflow discharges (m3·s−1)
Detention time (h)
Suspended sediment decay coefficients (10−5 s−1)
Maximum sediment concentration in outflow (mg·dm−3)
Suspended sediment load in outflow (Mg)
v1v5v9v1v5v9v1v5v9v1v5v9v1v5v9
4-Sep-2015 0.084 0.48 0.96 2.43 0.74 0.26 10.7 6.18 3.81 0.44 2.31 4.70 0.0004 0.019 0.089 
6-Sep-2015 0.54 1.21 2.12 1.67 0.71 0.36 9.02 6.07 4.43 7.95 19.49 30.98 0.177 1.104 3.076 
26-Sep-2015 0.30 0.85 1.54 1.86 0.62 0.30 9.48 5.70 4.07 3.35 10.42 17.29 0.032 0.293 0.871 
18-Nov-2015 0.40 0.98 1.73 1.74 0.66 0.44 9.19 5.87 4.86 13.70 39.00 60.73 0.209 1.634 4.421 
20-Jun-2016 0.26 0.75 1.36 1.95 0.68 0.32 9.69 5.95 4.20 6.69 22.04 37.94 0.050 0.581 1.830 
 Average 0.32 0.85 1.54 1.93 0.68 0.33 9.62 5.95 4.27 6.43 18.65 30.33 0.09 0.73 2.06 
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