Skip to main content
Log in

Bedload Transport Rate Calculation Revisited

  • Published:
Power Technology and Engineering Aims and scope

Based on the SHI database on the structureless transport of large-particle bedloads, 28 formulas that include bedform height and velocity are validated. These formulas demonstrated an error no higher than 50% and can be recommended for the conditions of active structureless sediment transport in mountain and piedmont rivers. Eight of these formulas can be recommended for a wide range of hydraulic conditions in plain and mountain rivers.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. O. A. Samokhvalova, “Differentiated approach to the calculation of bedload transport rate in rivers,” Sovr. Probl. Nauki Obrazov., No. 1 (2015); http://www.science-education.ru/125-19772

  2. V. V. Belikov, N. M. Borisova, T. A. Fedorova, O. A. Petrovskaya, and VM. Katolikov, “On the effect of the Froude number and hydromorphometric parameters on sediment transport in rivers,” Water Resources, 46, Suppl. 1, 20 – 28 (2019).

  3. O. A. Petrovskaya, “Calculations of bedform sediment transport rate in mountain and piedmont rivers,” in: Design, Construction, and Operation of Hydraulic Structures of Waterways. Vol. 2 [in Russian] (2018), pp. 190 – 203.

  4. O. A. Petrovskaya and G. L. Gladkov, “On the relationship of bed load transport with the Froude number,” Water Resources, 49(1), 88 – 97 (2022).

    Article  Google Scholar 

  5. Z. D. Kopaliani and A. A. Kostyuchenko, “Calculations of bedload transport rate in rivers,” in: Collection of Works on Hydrology. No. 27 [in Russian], GGI, St. Petersburg (2004), pp. 25 – 40.

  6. O. A. Samokhvalova and A. S. Chebotarev, “Calculation of structureless bedload transport rate in mountain rivers,” Vodn. Puti Ruslov. Prots., Issue 2, 120 – 128 (2015).

  7. V. F. Pushkarev, “Motion of stream sediments,” Tr. GGI, No. 8(62), 93 – 109 (1948).

    Google Scholar 

  8. A. F. Kudryashov, Experience of Studying Riverbed Evolution Processes Using Erodible Models. Author’s Abstract of Candidate’s Thesis [in Russian], Leningrad (1958).

  9. Dou Guo-Zhang, Sediment Transport and Stability of Stream Bottom. Author’s Abstract of Candidate’s Thesis [in Russian], Leningrad (1960).

  10. V. S. Knoroz, “Bottom deformation and its influence on the flow regime,” in: Proc. 3rd All-Union Hydrological Congr. Vol. 5 [in Russian], 166 – 176 (1960).

  11. A. Sh. Barekyan, “Scouring and nonscouring stream velocities for loose soils: Scientific and technological information on reclamation and hydraulic engineering,” Tr. VNIIGiM, Issue 11, 17 – 20 (1961).

    Google Scholar 

  12. A. Sh. Barekyan, “Stream sediment transport rate and stability of riverbeds,” Tr. VNIIGiM, Issue 35, 85 – 99 (1960).

    Google Scholar 

  13. A. Sh. Barekyan, “Transport rate of channel-forming sediments and elements of sand waves,” Meteorol. Gidrol., No. 8, 33 – 35 (1962).

  14. Yu. M. Korchokha, “Studying the bedform transport of sediments in the River Polomet,” Tr. GGI, Issue 161, 98 – 119 (1968).

    Google Scholar 

  15. V. K. Debol’skii, “Revisiting the study of the scouring velocities of stream-flow,” Tr. MIIT, Issue 319, 78 – 87 (1968).

  16. V. K. Debol’skii, L. D. Kogan, and N. A. Mikhailova, “Critical flow velocities and sediment transport criteria,” Vodn. Resursy, No. 4, 154 – 160 (1976).

  17. G. V. Zheleznyakov and V. K. Debol’skii, “Bedform transport of sediments of different density,” Dokl. VASKhNIL, No. 2, 42 – 45 (1971).

  18. B. F. Snishchenko, “Relationship between the height of sand waves and the parameters of river flow and river bed,” Meteorol. Gidrol., No. 6, 84 – 91 (1980).

  19. Z. D. Kopaliani and M. M. Gendel’man, “Riverbed evolution and hydraulic resistance,” in: Problems of Modern Hydrology [in Russian], Gidrometeoizdat, Leningrad (1989), pp. 288 – 304.

  20. D. V. Noselidze, Laboratory Studies of Bedform Sediment Transport and Regulation of Riverbed Evolution in Bridge Crossings of Piedmont Rivers. Author’s Abstract of Candidate’s Thesis [in Russian], Tbilisi (1992).

  21. A. A. Kostyuchenko and Z. D. Kopaliani, “Features of process and run-off of bedloads in small rivers,” in: Proc. 6th All-Russian Hydrological Congr. Sec. 6. Problems of Riverbed Evolution, Erosion, and Sediments [in Russian] (2006), pp. 44 – 49.

  22. O. A. Samokhvalova, “Calculating the height of sand waves in large and small plain rivers,” Vestn. SPbGU. Ser. 7, Issue 4, 135 – 148 (2011).

    Google Scholar 

  23. B. F. Snishchenko, Z. D. Kopaliani, and O. A. Tvalavadze, “Time scale of channel deformation when using erodible models of riverbeds,” Tr. GGI, Issue 242, 55 – 60 (1977).

    Google Scholar 

  24. B. F. Snishchenko and Z. D. Kopaliani, “Bedform velocity in rivers and laboratory conditions,” Tr. GGI, Issue 252, 20 – 37 (1978).

    Google Scholar 

  25. K. V. Grishanin, Dynamics of River Flows [in Russian], Gidrometeoizdat, Leningrad (1969).

    Google Scholar 

  26. STO FGBU GGI 52.08.31. Extraction of Nonmetallic Structural Materials in Water Streams. Accounting for Riverbed Evolution Process and Recommendations on Design and Operation of Channel Pits [in Russian], St. Petersburg (2012).

  27. Z. D. Kopaliani and O. A. Petrovskaya, “Problem of the limiting conditions for the mobilization of bottom particles in water streams. Part 2: Quantitative mobilization criteria for plain and mountain rivers,” Vodn. Puti Ruslov. Prots., Issue 4, 106 – 122 (2019).

  28. G. I. Shamov, “Formulas for the limiting velocity and bedload transport rates,” Tr. GGI, Issue 36(90), 3 – 17 (1952).

    Google Scholar 

  29. O. A. Petrovskaya, Optimization of the Methods for Calculating Bedload Transport Rate by Taking into Account the Hydraulic Parameters of Rivers. Author’s Abstract of Candidate’s Thesis [in Russian], St. Petersburg (2018).

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to O. A. Petrovskaya.

Additional information

Translated from Gidrotekhnicheskoe Stroitel’svo, No. 10, October 2022, pp. 2 – 12. DOI: https://doi.org/10.34831/EP.2022.18.22.001

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Kopaliani, Z.D., Petrovskaya, O.A. Bedload Transport Rate Calculation Revisited. Power Technol Eng 56, 837–844 (2023). https://doi.org/10.1007/s10749-023-01597-7

Download citation

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10749-023-01597-7

Keywords

Navigation