Experimental Research of the Influence of Bedload Sediment Heterogeneity on Length, Height and Shifting Velocity of Growing Bed Configuration

Nazir Ikramov; Takhir Majidov

doi:doi:10.11648/j.ie.20200402.13

| Peer-Reviewed

Experimental Research of the Influence of Bedload Sediment Heterogeneity on Length, Height and Shifting Velocity of Growing Bed Configuration

Nazir Ikramov, Takhir Majidov

Published in Industrial Engineering (Volume 4, Issue 2)

Received: 9 October 2019 Accepted: 26 October 2019 Published: 3 September 2020

Views: Downloads:

Download PDF

Share This Article

Twitter
Linked In
Facebook

Abstract

In the natural current of water, the growing bed movement leads to a reduction of reservoir volume and canal cross-section area, filling by forebay of pump station and hydroelectric station pressure basins with sediment. This leads to abrasive wear of pumps, water turbines, and pressure pipelines, as well as other negative consequences. In many countries, rivers come laden with a large amount of sediment and enormous costs. At determining of sediment discharge it is important values of height and movement velocity of bed ridges. The determination of these values is based on experimental studies was not taken into account the heterogeneity of sediment with different fractions. For this reason, the calculated values according to obtained formulas have large discrepancies with field data. To eliminate these discrepancies, experimental studies were conducted using six types of fractions with the same weighted average diameter. Based on of laboratory data diagrams and interrelation were obtained for ridge length, height and movement velocity from sediment hydraulic and geometric sizes.

Published in	Industrial Engineering (Volume 4, Issue 2)
DOI	10.11648/j.ie.20200402.13
Page(s)	43-49
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2020. Published by Science Publishing Group

Keywords

Bedload Sediment Heterogeneous, Flow Velocity, Ridge Length, Height and Movement Velocity

References

[1]	Snischenko, B. F. To the calculation of the length of sand ridges in open streams. Meteorology and Hydrology, 2, 1980, pp. 89-96. (In Russian)
[2]	Du Boya P. F. D. Le Rhone et le river a lit affouillable. Annels des Ponts et chaussees, 18 (5), 1879, pp. 141-195.
[3]	Diaconu C. Aspecte hidrometrice derivate din particularitatile variatiile debitelor de aluviani in suspensie. Studii de Hidrologie, 30, Bucuresti, 1971, pp. 23-41.
[4]	Nielsen, P. and Callaghan, D. P. Shear stress and sediment transport calculations for sheet flow under waves. Coastal Engineering, 47 (3), 2003, pp. 347-354.
[5]	Mil-Homens J., Ranasinghe R., Van Thiel de Vries, J. S. M. and Stive, M. J. F. Re-evaluation and improvement of three commonly used bulk longshore sediment transport formulas. Coastal Engineering, 75, 2013, pp. 29-39.
[6]	Hale B., Meiburg F., Kneller B. J. Channels formation by turbidity currents: Navier-Stokes-based linear stability analysis. Fluid mechanics, 615, 2008, pp. 185-210.
[7]	Bogardi J. Sediment transport in alluvial streams. Academia Kiodo, Budapest, 1974.
[8]	Shuai Wang, Bojie Fu, Shilong Piao, Xiaoming Feng, Yafeng Wang. Reduced sediment transport in the Yellow River due to anthropogenic changes. Nature Geoscience, 9, 2016, pp. 38-41.
[9]	Sirdari Z. Z. Bedload transport of small rivers in Malaysia. International Journal of Sediment Research, 29 (4), 2014, pp. 481-490.
[10]	Molinas A. and Wu B. Transport of sediment in large sand-bed rivers. Journal of Hydraulic Research, 39 (2), 2001, pp. 135–146.
[11]	Dean, R. G.; Wells, J. T.; Fernando, H.; Goodwin, P. Sediment Diversions on the Lower Mississippi River: Insight from Simple Analytical Models. Journal Coastal Research, 30, 2013, pp. 13-29.
[12]	Alain Recking. Influence of sediment supply on mountain streams bedload transport. Geomorphology, Vs. 175–176, 2012, pp. 139-150.
[13]	Fourriere Antoine, Claudin Philippe, Andreotti Bruno. Bed forms in turbulent stream formation of ripples by primary linear instability and of dunes by nonlinear pattern coarsening. Fluid mechanics, 649, 2010, pp. 287-328.
[14]	Richardson R. V., Simons D. B. Resistance to flow in sand channels.- Proc. XII Congress of IAHR, Colorado State University. Fort Collins, 1, 1967, pp. 141-150.
[15]	Majidov, T. Sh. Calculated hydraulic characteristics of flows and parameters of sand and gravel ridges considering sediment composition. (Doctoral dissertation). Saint Petersburg State Polytechnic University, Russia, 1984. (In Russian).
[16]	Seminara G. Fluvial sedimentary patterns. Annual Review of Fluid Mechanics, 42, 2010, pp. 43-66.
[17]	Mohd Ekhwan Toriman, Frankie Marcus Ata, Mohd Khairul Amri Kamarudin and Mushrifah Idris. Bed-Load Sediment Profile and Effect of River Bank Erosion on River Cross-Section. American Journal of Environmental Science, 9 (4), 2013, pp. 292-300.
[18]	Knox, R. I.; Latrubesse, E. M. A geomorphic approach to the analysis of bedload and bed morphology of the Lower Mississippi River near the Old River Control Structure. Geomorphology, 268, 2016, pp. 35-47.
[19]	Gilbert G. K., Murphy E. Ch. The transportation of debris by running water. U.S. Geological Survey, Professional Paper 86, 1914.
[20]	Kopaliani, Z. D. Calculation of sediment discharge in rivers. Collection of Works on Hydrology. 27, 2004, pp. 25-40. (In Russian).
[21]	Kondap, О. M., Garde R. J. Velocity of Bed forms in alluvial channels.- Proc. XV Congress of IAHR, Istambul (Turkey), 5, 1973, pp. 101-103.
[22]	Gray, A. B., Pasternack, G. B., Watson, E. B., Warrick, J. A., Goni, M. A. Effects of antecedent hydrologic conditions, time dependence, and climate cycles on the suspended sediment load of the Salinas River, California. Hydrology, 525, 2015, pp. 632-649.
[23]	Sahgal P., Singh B. Mechanism of Ripple Formation on Granular Beds. Irrigation and power October, 1973, pp. 387-396.
[24]	Jalin M. S. Mechanics of sediment transport. Pergamon Press. Oxford, New York, 1972.
[25]	Hassan W. N. M. Transport of size-graded and uniform sediments under oscillatory sheet-flow conditions. Dissertation, University of Twenty. PINKSTERRINT, Ensued, The Netherland, 2003.
[26]	Bagnold, R. A. An empirical correlation of bedload transport rates in flumes and natural rivers. Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences. 372 (1751), 1980, pp. 453–473.
[27]	Hall Philip. Alternating bar instabilities in unsteady channel flows over erodible beds. Mechanics, 499, 2004, pp. 49-73.
[28]	Haiyan Yang, Binliang Lin, Jian Sun and Guoxian Huang. Simulating Laboratory Braided Rivers with Bed-Load Sediment Transport. Water, 9 (9), 2017, pp. 686.
[29]	Joshi, S.; Xu, J. Y. Resent changes in channel morphology of a highly engineered alluvial river-The Lower Mississippi River. Physical Geography, 2017, pp. 1-26.
[30]	Khorram S. and Ergil M. Most influential parameters for the bed load sediment flux equations used in alluvial rivers1. JAWRA Journal of the American Water Resources Association, 46 (6), 2010, pp. 1065–1090.
[31]	Marisa C. Palucis, Thomas P. Ulizio, Brian Fuller, Michael P. Lamb. Flow resistance, sediment transport, and bedform development in a steep gravel-bedded river flume. Geomorphology, 320, 2018, pp. 111-126.
[32]	Ikramov, N. Effect of bedload sediment heterogeneity on geometric and dynamic characteristics of channel ridge forms. (PhD dissertation). Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, Uzbekistan, 2018.

Cite This Article

Plain Text BibTeX RIS

APA Style

Nazir Ikramov, Takhir Majidov. (2020). Experimental Research of the Influence of Bedload Sediment Heterogeneity on Length, Height and Shifting Velocity of Growing Bed Configuration. Industrial Engineering, 4(2), 43-49. https://doi.org/10.11648/j.ie.20200402.13

Copy | Download

ACS Style

Nazir Ikramov; Takhir Majidov. Experimental Research of the Influence of Bedload Sediment Heterogeneity on Length, Height and Shifting Velocity of Growing Bed Configuration. Ind. Eng. 2020, 4(2), 43-49. doi: 10.11648/j.ie.20200402.13

Copy | Download

AMA Style

Nazir Ikramov, Takhir Majidov. Experimental Research of the Influence of Bedload Sediment Heterogeneity on Length, Height and Shifting Velocity of Growing Bed Configuration. Ind Eng. 2020;4(2):43-49. doi: 10.11648/j.ie.20200402.13

Copy | Download

@article{10.11648/j.ie.20200402.13,
  author = {Nazir Ikramov and Takhir Majidov},
  title = {Experimental Research of the Influence of Bedload Sediment Heterogeneity on Length, Height and Shifting Velocity of Growing Bed Configuration},
  journal = {Industrial Engineering},
  volume = {4},
  number = {2},
  pages = {43-49},
  doi = {10.11648/j.ie.20200402.13},
  url = {https://doi.org/10.11648/j.ie.20200402.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ie.20200402.13},
  abstract = {In the natural current of water, the growing bed movement leads to a reduction of reservoir volume and canal cross-section area, filling by forebay of pump station and hydroelectric station pressure basins with sediment. This leads to abrasive wear of pumps, water turbines, and pressure pipelines, as well as other negative consequences. In many countries, rivers come laden with a large amount of sediment and enormous costs. At determining of sediment discharge it is important values of height and movement velocity of bed ridges. The determination of these values is based on experimental studies was not taken into account the heterogeneity of sediment with different fractions. For this reason, the calculated values according to obtained formulas have large discrepancies with field data. To eliminate these discrepancies, experimental studies were conducted using six types of fractions with the same weighted average diameter. Based on of laboratory data diagrams and interrelation were obtained for ridge length, height and movement velocity from sediment hydraulic and geometric sizes.},
 year = {2020}
}

Copy | Download

TY  - JOUR
T1  - Experimental Research of the Influence of Bedload Sediment Heterogeneity on Length, Height and Shifting Velocity of Growing Bed Configuration
AU  - Nazir Ikramov
AU  - Takhir Majidov
Y1  - 2020/09/03
PY  - 2020
N1  - https://doi.org/10.11648/j.ie.20200402.13
DO  - 10.11648/j.ie.20200402.13
T2  - Industrial Engineering
JF  - Industrial Engineering
JO  - Industrial Engineering
SP  - 43
EP  - 49
PB  - Science Publishing Group
SN  - 2640-1118
UR  - https://doi.org/10.11648/j.ie.20200402.13
AB  - In the natural current of water, the growing bed movement leads to a reduction of reservoir volume and canal cross-section area, filling by forebay of pump station and hydroelectric station pressure basins with sediment. This leads to abrasive wear of pumps, water turbines, and pressure pipelines, as well as other negative consequences. In many countries, rivers come laden with a large amount of sediment and enormous costs. At determining of sediment discharge it is important values of height and movement velocity of bed ridges. The determination of these values is based on experimental studies was not taken into account the heterogeneity of sediment with different fractions. For this reason, the calculated values according to obtained formulas have large discrepancies with field data. To eliminate these discrepancies, experimental studies were conducted using six types of fractions with the same weighted average diameter. Based on of laboratory data diagrams and interrelation were obtained for ridge length, height and movement velocity from sediment hydraulic and geometric sizes.
VL  - 4
IS  - 2
ER  -

Copy | Download

Author Information

Nazir Ikramov

Department of Usage of Water Energy and Pumping Stations, Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, Tashkent, Uzbekistan
Takhir Majidov

Department of Usage of Water Energy and Pumping Stations, Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, Tashkent, Uzbekistan

Download PDF

Sections

Plain Text BibTeX RIS

APA Style

Nazir Ikramov, Takhir Majidov. (2020). Experimental Research of the Influence of Bedload Sediment Heterogeneity on Length, Height and Shifting Velocity of Growing Bed Configuration. Industrial Engineering, 4(2), 43-49. https://doi.org/10.11648/j.ie.20200402.13

Copy | Download

ACS Style

Nazir Ikramov; Takhir Majidov. Experimental Research of the Influence of Bedload Sediment Heterogeneity on Length, Height and Shifting Velocity of Growing Bed Configuration. Ind. Eng. 2020, 4(2), 43-49. doi: 10.11648/j.ie.20200402.13

Copy | Download

AMA Style

Nazir Ikramov, Takhir Majidov. Experimental Research of the Influence of Bedload Sediment Heterogeneity on Length, Height and Shifting Velocity of Growing Bed Configuration. Ind Eng. 2020;4(2):43-49. doi: 10.11648/j.ie.20200402.13

Copy | Download

@article{10.11648/j.ie.20200402.13,
  author = {Nazir Ikramov and Takhir Majidov},
  title = {Experimental Research of the Influence of Bedload Sediment Heterogeneity on Length, Height and Shifting Velocity of Growing Bed Configuration},
  journal = {Industrial Engineering},
  volume = {4},
  number = {2},
  pages = {43-49},
  doi = {10.11648/j.ie.20200402.13},
  url = {https://doi.org/10.11648/j.ie.20200402.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ie.20200402.13},
  abstract = {In the natural current of water, the growing bed movement leads to a reduction of reservoir volume and canal cross-section area, filling by forebay of pump station and hydroelectric station pressure basins with sediment. This leads to abrasive wear of pumps, water turbines, and pressure pipelines, as well as other negative consequences. In many countries, rivers come laden with a large amount of sediment and enormous costs. At determining of sediment discharge it is important values of height and movement velocity of bed ridges. The determination of these values is based on experimental studies was not taken into account the heterogeneity of sediment with different fractions. For this reason, the calculated values according to obtained formulas have large discrepancies with field data. To eliminate these discrepancies, experimental studies were conducted using six types of fractions with the same weighted average diameter. Based on of laboratory data diagrams and interrelation were obtained for ridge length, height and movement velocity from sediment hydraulic and geometric sizes.},
 year = {2020}
}

Copy | Download

TY  - JOUR
T1  - Experimental Research of the Influence of Bedload Sediment Heterogeneity on Length, Height and Shifting Velocity of Growing Bed Configuration
AU  - Nazir Ikramov
AU  - Takhir Majidov
Y1  - 2020/09/03
PY  - 2020
N1  - https://doi.org/10.11648/j.ie.20200402.13
DO  - 10.11648/j.ie.20200402.13
T2  - Industrial Engineering
JF  - Industrial Engineering
JO  - Industrial Engineering
SP  - 43
EP  - 49
PB  - Science Publishing Group
SN  - 2640-1118
UR  - https://doi.org/10.11648/j.ie.20200402.13
AB  - In the natural current of water, the growing bed movement leads to a reduction of reservoir volume and canal cross-section area, filling by forebay of pump station and hydroelectric station pressure basins with sediment. This leads to abrasive wear of pumps, water turbines, and pressure pipelines, as well as other negative consequences. In many countries, rivers come laden with a large amount of sediment and enormous costs. At determining of sediment discharge it is important values of height and movement velocity of bed ridges. The determination of these values is based on experimental studies was not taken into account the heterogeneity of sediment with different fractions. For this reason, the calculated values according to obtained formulas have large discrepancies with field data. To eliminate these discrepancies, experimental studies were conducted using six types of fractions with the same weighted average diameter. Based on of laboratory data diagrams and interrelation were obtained for ridge length, height and movement velocity from sediment hydraulic and geometric sizes.
VL  - 4
IS  - 2
ER  -

Copy | Download