Skip to main content
Log in

Measurements of bed shear stresses near the tip of dam-break waves on a rough bed

  • Research Article
  • Published:
Experiments in Fluids Aims and scope Submit manuscript

Abstract

Shear plates have previously been used to measure bed shear stresses under swash and dam-break waves. The present study has been focused on the large bed shear stresses near the tip and even at distances less than one plate length from the tip. In order to resolve this rapid stress variation, the shear plate was calibrated with respect to its step response as well as statically. Step response calibration enables the effects of the time lag and the natural frequency of the shear plate system to be removed. Thus, the initial variation of the bed shear stress during and just after the rise of the water level is resolved and opens the opportunity to investigate the boundary layer development close to the tip where other measurements have not previously succeeded. The bed shear stress \(\tau_{{{\text{bed}}}} \left( t \right)\) initially increases almost linearly with time to a maximum, which occurs about 0.2 s after the passage of the contact point, while it takes about 2.0 s for the water surface level h(t) to rise to a quasi-steady level under the present experimental conditions. Thus, with h(t) and \(\tau_{{{\text{bed}}}} \left( t \right)\) varying with different timescales, the simple assumption of \(\tau_{{{\text{bed}}}} = \tau_{{{\text{bed}}}} \left( {\frac{{{\text{roughness}}}}{{{\text{depth}}}}} \right)\) is not supported. For a given dam-break, the peak bed shear stress depends on the tailwater level. In our tests with initial dam depth 400 mm and bed roughness 84 mm, \(\tau_{{{\text{bed}}}}\) peaks at 210 Pa ± 20 Pa on dry beds decreases to peak values of the order 40 Pa with 98 mm tailwater depths. Quasi-steady \(\tau_{{{\text{bed}}}}\)-values reached while the water surface is still quasi-steady, which are of the order 5–10 Pa. For dry beds, \(\tau_{{{\text{bed}}}}\) shows a single peak followed by a smooth monotonical decay, while tailwater depths above 40 mm may lead to two almost equal, successive \(\tau_{{{\text{bed}}}}\)-peaks and an oscillating decay.

Graphic abstract

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.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18

Similar content being viewed by others

References

  • Barnes MP, Baldock TE (2010) A Lagrangian model for boundary layer growth and bed shear stress in the swash zone. Coast Eng 57(4):385–396

    Article  Google Scholar 

  • BIPM et al. (1993) Guide to the expression of uncertainty in measurement. https://www.iso.org/standard/45315.html

  • Henderson FM (1966) Open channel flow, Macmillan series in civil engineering. Macmillan. Collier-Macmillan, New York

    Google Scholar 

  • Jenkins GM, Watts DG (1968) Spectral analysis and its applications. Holden-Day, San Francisco

    MATH  Google Scholar 

  • Jiang Z, Baldock TE (2015) Direct bed shear measurements under loose bed swash flows. Coast Eng 100:67–76

    Article  Google Scholar 

  • Khezri N, Chanson H (2012) Inception of bed load motion beneath a bore. Geomorphology 153–154:39–47

    Article  Google Scholar 

  • Leng X, Chanson H (2015) Negative surges and unsteady turbulent mixing induced by rapid gate opening in a channel. Exp Therm Fluid Sci 63:133–143

    Article  Google Scholar 

  • Nielsen P (2018) Bed shear stress, surface shape and velocity field near the tips of dam-breaks, tsunami and wave runup. Coast Eng 138:126–131

    Article  Google Scholar 

  • Pujara N, Liu PLF (2014) Direct measurements of local bed shear stress in the presence of pressure gradients. Exp Fluids 55(7):1767

    Article  Google Scholar 

  • Pujara N, Liu PLF, Yeh H (2015) The swash of solitary waves on a plane beach: flow evolution, bed shear stress and run-up. J Fluid Mech 779:556–597

    Article  MathSciNet  Google Scholar 

  • Pujara N, Liu PLF, Yeh H (2016) An integral treatment of friction during a swash uprush. Coast Eng 114:295–300

    Article  Google Scholar 

  • Rankin KL, Hires RI (2000) Laboratory measurement of bottom shear stress on a movable bed. J Geophys Res Ocean 105(C7):17011–17019

    Article  Google Scholar 

  • Riedel PH, Kamphuis JW (1973) A shear plate for use in oscillatory flow. J Hydraul Res 11(2):137–156

    Article  Google Scholar 

  • Spinewine B, Capart H (2013) Intense bed-load due to a sudden dam-break. J Fluid Mech 731:579–614

    Article  Google Scholar 

  • Sumer BM, Arnskov MM, Christiansen N, Jørgensen FE (1993) Two-component hot-film probe for measurements of wall shear stress. Exp Fluids 15(6):380–384

    Article  Google Scholar 

  • Whitham GB (1955) The effects of hydraulic resistance in the dam-break problem. Proc Royal Soc Lond 227(1170):399–407

    MathSciNet  MATH  Google Scholar 

  • Wüthrich D, Pfister M, Nistor I, Schleiss AJ (2018) Experimental study of tsunami-like waves generated with a vertical release technique on dry and wet beds. J Waterw Port Coast Ocean Eng 144(4):04018006

    Article  Google Scholar 

Download references

Acknowledgements

The authors thank Professor Tom Baldock for lending his unique shear plate for our use in the experiments. Beibei Xu acknowledges the funding from the China Scholarship Council. Shaotong Zhang acknowledges the funding from the National Natural Science Foundation of China (Grant No. 41807229). We also thank the two anonymous reviewers whose comments have helped improve the quality of the manuscript significantly.

Author information

Authors and Affiliations

Authors

Corresponding authors

Correspondence to Beibei Xu or Shaotong Zhang.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Xu, B., Zhang, S., Nielsen, P. et al. Measurements of bed shear stresses near the tip of dam-break waves on a rough bed. Exp Fluids 62, 49 (2021). https://doi.org/10.1007/s00348-021-03152-4

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s00348-021-03152-4

Navigation