Dergiler / Turkish Journal of Civil Engineering / 2023 / Cilt: 34 Sayı: 6

Effects of Flow Unsteadiness on the Transport of Bimodal Bed Material

Sayfa
99–128
Yayın Tarihi
2023-11-01
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

The correlations between the dimensionless total bed load and the unsteadiness parameters P, and Pmod were very weak, whereas a high value of determination coefficient was obtained with the unsteadiness parameter Pgt, implying an appreciable interdependence.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:The grain size distribution of the transported bed load was experimentally investigated under unsteady flow conditions with bimodal mixture of sand and gravel in a laboratory flume.
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Temel Bulgular & Veri:Five various triangular hydrographs were generated.
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Sonuç & Katkı:The correlations between the dimensionless total bed load and the unsteadiness parameters P, and Pmod were very weak, whereas a high value of determination coefficient was obtained with the unsteadiness parameter Pgt, implying an appreciable interdependence.
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Unsteady flow · mixed gravel and sand · bimodal sediment

Özet

The grain size distribution of the transported bed load was experimentally investigated under unsteady flow conditions with bimodal mixture of sand and gravel in a laboratory flume. Five various triangular hydrographs were generated. A clockwise behavior for the total bed load versus shear velocity was observed meaning that the bed load during rising limb was higher than that of falling limb. It was found that the percent finer at the plateau of bimodal sediment size distribution curve had higher values during the initial and final phases compared to those obtained during the peak time. At all plateaus, the percent finer values related to the hydrograph peak discharge were in the same order of magnitude with that of the bed material. The sand content of the transported bed material initially decreased, then maintained a constant value during a certain time interval and finally returned to its original value. The sand percent of the bed load decreased in the falling limb showing a counterclockwise loop and the duration of the hydrograph did not affect the results considerably. The greater the peak flow rate of the hydrograph, the greater was the hysteresis. The bimodality index was calculated for all transported sediment samples and it was revealed that its initial and final values were less than that of the bed material but it was approximately the same elsewhere. The 5% finer sediment amount was nearly equal during rising and falling limbs. It was revealed that D50 value of the bed load decreased in the rising limb showing a clockwise loop. The hysteresis was not considerably changed according to the hydrograph characteristics. The clockwise type hysteresis was also observed for the size group of D95. The lag increased as the peak flow rate increased. A strong relation was found between the dimensionless total bed load Wt* and the total work index Wk as well as Wk and the ratio WR/WF. The correlations between the dimensionless total bed load and the unsteadiness parameters P, and Pmod were very weak, whereas a high value of determination coefficient was obtained with the unsteadiness parameter Pgt, implying an appreciable interdependence.

Abstract

The grain size distribution of the transported bed load was experimentally investigated under unsteady flow conditions with bimodal mixture of sand and gravel in a laboratory flume. Five various triangular hydrographs were generated. A clockwise behavior for the total bed load versus shear velocity was observed meaning that the bed load during rising limb was higher than that of falling limb. It was found that the percent finer at the plateau of bimodal sediment size distribution curve had higher values during the initial and final phases compared to those obtained during the peak time. At all plateaus, the percent finer values related to the hydrograph peak discharge were in the same order of magnitude with that of the bed material. The sand content of the transported bed material initially decreased, then maintained a constant value during a certain time interval and finally returned to its original value. The sand percent of the bed load decreased in the falling limb showing a counterclockwise loop and the duration of the hydrograph did not affect the results considerably. The greater the peak flow rate of the hydrograph, the greater was the hysteresis. The bimodality index was calculated for all transported sediment samples and it was revealed that its initial and final values were less than that of the bed material but it was approximately the same elsewhere. The 5% finer sediment amount was nearly equal during rising and falling limbs. It was revealed that D50 value of the bed load decreased in the rising limb showing a clockwise loop. The hysteresis was not considerably changed according to the hydrograph characteristics. The clockwise type hysteresis was also observed for the size group of D95. The lag increased as the peak flow rate increased. A strong relation was found between the dimensionless total bed load Wt* and the total work index Wk as well as Wk and the ratio WR/WF. The correlations between the dimensionless total bed load and the unsteadiness parameters P, and Pmod were very weak, whereas a high value of determination coefficient was obtained with the unsteadiness parameter Pgt, implying an appreciable interdependence.

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Bu Makaleye Atıf Yap

BOMBAR, G., AKSOY, A. O., GÜNEY, M. Ş. (2023). Effects of Flow Unsteadiness on the Transport of Bimodal Bed Material. Turkish Journal of Civil Engineering, Cilt: 34 Sayı: 6, 99–128. https://ajindex.com/articles/970622

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Kaynakça (7)

  1. Bombar, G., 2009, Experimental and numerical investigation of bed load transport in unsteady flows, October 2009,
  2. PhD Thesis, Dokuz Eylül University Graduate School of Natural And Applied Sciences. Bombar, G., Elçi, Ş., Tayfur, G., Güney, M.Ş., Bor, A., 2011, Experimental and numerical investigation of bedload transport under unsteady flows, Journal of Hydraulic Engineering. posted ahead of print February 25, 2011. doi:10.1061/(ASCE)HY.1943-7900.0000412 De Sutter, R., Verhoeven, R., Krein, A., 2001, Simulation of sediment transport during flood events: laboratory work and field experiments. Hydrological Sciences-Journal-des Sciences Hydrologiques, 46(4), 599-610.
  3. Duan, Z., Chen, J., Jiang, C., Liu, X., and Zhao, B., 2020, Experimental Study on Uniform and Mixed Bed-Load Sediment Transport under Unsteady Flow Appl. Sci. 2020, 10, 2002; doi:10.3390/app10062002
  4. Gumgum, F., Guney, M.S., 2021, Effect of Sediment Feeding on Live-Bed Scour around Circular Bridge Piers, Civil Engineering Journal, Vol. 7, No. 05, pp 906-914, DOI:10.28991/cej-2021-03091699
  5. Güney, M.Ş., Bombar G.,Aksoy A.Ö., 2013, Experimental study of the coarse surface development effect on the bimodal bed load transport under unsteady flow conditions, Journal of Hydraulic Engineering, Vol. 13, No. 1, pp 12-21. DOI: 10.1061/(ASCE)HY.1943-7900.0000640. Gunsolus, E.H., Andrew, B.D., 2017, Effect of morphologic and hydraulic factors on hysteresis of sediment transport rates in alluvial streams River Res Applic. 2018;34:183–192. DOI: 10.1002/rra.3184 Gunsolus, E.H., Binns, A.D. 2017, Effect of morphologic and hydraulic factors on hysteresis of sediment transport rates in alluvial streams, River Research and Applications, Vol. 34, No. 2, pp 183-192. DOI:10.1002/rra.3184 Houssais, M., Lajeunesse E., 2012, Bedload transport of a bimodal sediment bed, Journal of Geophysıcal Research, Vol. 117, F04015, DOI:10.1029/2012JF002490, Khosravi, K., Chegini, A.H.N., Binns, A.D., Daggupati, P. and Mao, L., 2019, Difference in the bed load transport of graded and uniform sediments during floods: An experimental investigation Hydrology Research | 50.6 Kuhnle, R.A., 1992, Bed load transport during rising and falling stages on two small streams, Earth Surface Processes and Landforms, Vol 17, 191-197
  6. Lee, K.T., Liu, Y.L., Cheng, K.H. 2004, Experimental investigation of bedload transport processes under unsteady flow conditions, Hydrological processes, 18(13), pp. 2439-2454.
  7. Li, Z., Qian, H., Cao, Z., Liu, H., Pender, G.