梁栋, 白玉川, 黄哲, et al. Sediment carrying capacity formula of lower Yellow River under new flow and sediment conditions[J]. Journal of Hydroelectric Engineering, 2025, 44(9).
DOI:
梁栋, 白玉川, 黄哲, et al. Sediment carrying capacity formula of lower Yellow River under new flow and sediment conditions[J]. Journal of Hydroelectric Engineering, 2025, 44(9). DOI: 10.11660/slfdxb.20250906.
Sediment carrying capacity formula of lower Yellow River under new flow and sediment conditions
How to determine the sediment carrying capacity of water flow significantly influences the calculations of sediment transport in rivers. Since the operation of the Xiaolangdi reservoir in 2000
low sediment concentration floods have occurred frequently in its lower reach
and changes in flow-sediment relationship have emerged
yet the existing methods for sediment carrying capacity calculation remain unimproved under these new conditions. Starting from the energy conservation theory
this study derives a formula for calculating sediment carrying capacity. By the criteria for channel erosion and deposition
we calibrate its parameters using 360 sets of relatively balanced flow-sediment data selected from the 2000-2010 records of the lower Yellow. And
additional 208 sets of balanced water-sediment data of 2011-2022 are used to validate its reliability and applicability. Results demonstrate the calculations align closely with measurements
confirming the formula’s accuracy in estimating this reach’s sediment transport capacity. A comparative analysis with classical sediment carrying capacity formulas
using 171 published water-sediment datasets
highlights the superiority of our new formula in application to low sediment concentration conditions. It is simple in structural form and enjoys a relatively high calculation accuracy; It is applicable to estimating the capacity of sediment transport in a low sediment river such as the lower Yellow
useful in practical river channel management and riverbed evolution analysis.