Experimental Investigation about the Effects of Blockage on Upstream Box Culverts

Main Article Content

Duaa Amir H. Al-kmoly
Hayder Q. Majeed

Abstract

This experimental study focuses on scouring in box culvert inlets under steady-state conditions and at different percentages of blockage ranging from 0% to 65%, and also looks at the hydraulics of water in the culvert. The investigation shows that the blockage of the culverts has influenced the scouring pattern at the blocked culverts' entrances. Ten experiments were carried out at the laboratory to see how blockage impacts the scouring pattern upstream of a box culvert during steady flow. Both partially blocked and unblocked cases were implemented in this study. The experimental tests were done until the equilibrium scour occurred, which took about 3.5 hours of water flow to reach equilibrium conditions.  The results revealed that the blockage will increase the water depth at the inlet by about 30%–50%, which may affect the safety of structures or cause culvert failure. In addition, the results discovered that the maximum scour depth, which inversely correlated with the obstruction upstream of the box culvert, increased with increasing discharge.


 

Article Details

How to Cite
“Experimental Investigation about the Effects of Blockage on Upstream Box Culverts” (2024) Journal of Engineering, 30(01), pp. 140–156. doi:10.31026/j.eng.2024.01.09.
Section
Articles

How to Cite

“Experimental Investigation about the Effects of Blockage on Upstream Box Culverts” (2024) Journal of Engineering, 30(01), pp. 140–156. doi:10.31026/j.eng.2024.01.09.

Publication Dates

References

Ahmad, N., Melville, B.W., Mohammad, T., and Suif, Z., 2018. Evaluation of pier-scour predictions for wide piers using field data. GEOMATE Journal, 14(42), pp.140-145. Doi:10.21660/2018.42.3516.

Al-Hassani, N.Z., and Mohammad, T.A., 2021. Impact of the weir slit location, the flow iintensity and the bed sand on the scouring area and depth at the dam upstream. Journal of Engineering, 27(5), pp.49-62. Doi:10.31026/j.eng.2021.05.04.

Al-Jassim, W.S., and Al-Hadidi, M.T., 2020. Impact of rationing on the properties of cement-treated gypsum canals. Association of Arab Universities Journal of Engineering Sciences, 27(3), pp.15-30. Doi:10.33261/jaaru.2020.27.3.00.

Chiew, Y., 1991. Bed features in nonuniform sediments. Journal of Hydraulic Engineering, 117(1), pp.116-120. Doi:10.1061/(ASCE)0733-9429(1991)117:1(116).

Crookston, B., and Tullis, B., 2012. Scour prevention in bottomless arch culverts. International Journal of Sediment Research, 27(2), pp. 213-225. Doi:10.1016/S1001-6279(12)60029-8.

FRENCH, R.H., 1986. Open channel hydraulics.

Hager, W.H., and N.V. Bretz, 1986. Hydraulic jumps at positive and negative steps. Journal of hydraulic research, 24(4), pp. 237-253. Doi:10.1080/00221688609499303.

Hotchkiss, R.H., E.A. Thiele, E.J. Nelson and P.L. Thompson, 2008. Culvert hydraulics: comparison of current computer models and recommended improvements. Transportation Research Record, 2060(1), pp.141-149. Doi:10.3141/2060-16.

Jaeger, R., K. Tondera, S. Pather, M. Porter, C. Jacobs and N. Tindale, 2019. Flow control in culverts: A performance comparison between inlet and outlet control. Water, 11(7), pp. 1408. Doi:10.3390/w11071408.

Jain, M., R. S. Prakash, G. Tomar and R. Ravikrishna, 2015. Secondary breakup of a drop at moderate Weber numbers. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 471(2177), p.20140930. Doi:10.1098/rspa.2014.0930.

Jianhua, W., A. Wanzheng and Z. Qi, 2010. Head loss coefficient of orifice plate energy dissipator. Journal of hydraulic research, 48(4), pp.526-530. Doi:10.1080/00221686.2010.507347.

Khwairakpam, P. and A. Mazumdar, 2009. Local scour around hydraulic structures. International Journal of Recent Trends in Engineering, 1(6), P.59. Doi:10.1201/9781315644479-199.

Maatooq, J., Omran, H., and Taha, M., 2020. Generalize new method to determine the location of the control setion in the box culvert under inlet control. Paper presented at the IOP Conference Series: Materials Science and Engineering. Doi :10.1088/1757-899X/737/1/012155.

Majeed, H.Q., Abed, B.S. and Ibrahim, A.K., 2022. Countermeasure of Riverbanks Local Scour and Deposition Using Different Shapes of Multiple Groynes with Different Spacing. Mathematical Modelling of Engineering Problems, 9(5), pp.1277-1281. Doi:10.18280/mmep.090619.

Majeed, H.Q., B.S. Abed And M.S. Shamkhi, 2021. CFD simulation for the operation effect of gates openings of al-hay regulator on the local erosion. Journal of Engineering Science and Technology, 16(2), pp.1098-1109. Doi:10.18280/mmep.090515.

Melville, B.W., and Coleman, S.E., 2000. Bridge scour: Water Resources Publication LLC. 1-887 201-18-01.

Miranzadeh, A., Keshavarzi, A., and Hamidifar, H., 2022. Blockage of box-shaped and circular culverts under flood event conditions: a laboratory investigation. International Journal of River Basin Management, pp.1-10. Doi:10.1080/15715124.2022.2064483.

Mohammadi, M., 1997. Shape effects and definition of hydraulic radius in manning's equation in open channel flow. International Journal of Engineering, 10(3), pp.127-142. https://www.ije.ir/article_71181.html.

Nkad, N.Z., Mohammad, T.A., and Hammoodi, H.M., 2022. Experimental investigations on scour volume upstream of a slit weir. Pertanika Journal of Science & Technology, 30(3). Doi:10.47836/pjst.30.3.09.

Novak, P., A. Moffat, C. Nalluri and Narayanan, R., 2001. Hydraulic Structures. Spon Press. Doi:10.4324/9781482267754.

Novak, P., Moffat, A., Nalluri, C., and Narayanan, R., 2017. Hydraulic structures: CRC Press. Doi:10.1201/9781315274898

Pereira, M. 2009. Flow meters: part 1. IEEE Instrumentation & Measurement Magazine, 12(1), pp.18-26. Doi: 10.1109/MIM.2009.4762948.

Rasool, H., and Mohammed, T.A., 2023. Checking the accuracy of selected formulae for both clear water and live bed bridge Scour. Journal of Engineering, 29(2), pp. 99-111. Doi:10.31026/j.eng.2023.02.07.

Rigby, E., Boyd, M., Roso, S., Silveri, P., and Davis, A., 2002. Causes and effects of culvert blockage during large storms. In Global solutions for urban drainage ,pp. 1-16. Doi:10.1061/40644(2002)298.

Rivera, Y., Muñoz-Cobo, J.L., Cuadros, J.L., Berna, C. and Escrivá, A., 2021. Experimental study of the effects produced by the changes of the liquid and gas superficial velocities and the surface tension on the interfacial waves and the film thickness in annular concurrent upward vertical flows. Experimental Thermal and Fluid Science, 120, p.110224. Doi:10.1016/j.expthermflusci.2020.110224.

Rott, N. 1990. Note on the history of the Reynolds number. Annual review of fluid mechanics, 22(1), pp1-12. Doi:10.1146/annurev.fl.22.010190.000245.

Schall, J.D., 2012. Hydraulic design of highway culverts, United States. Federal Highway Administration.

Smith, G.L., 1957. Scour and energy dissipation below culvert outlets, Colorado State University. Libraries .CERNo.57GLS16.

Sorourian, S., 2015. Study of blockage effects on scouring pattern downstream of box culverts. (Doctoral dissertation) Universoty of Technologu Sydney. http://hdl.handle.net/10453/44198

Sorourian, S., Keshavarzi, A., and Ball, J.E., 2016. Scour at partially blocked box-culverts under steady flow. Proceedings of the Institution of Civil Engineers-Water Management. Doi:10.1680/jwama.15.00019

Stone, C. and Wright, S., 1994. Non-linear and unsteady flow analysis of flow in a viscous flowmeter. Transactions of the Institute of Measurement and Control 16(3), pp. 128-141. Doi:10.1177/014233129401600302.

Sturm, T.W., 2001. Open channel hydraulics, McGraw-Hill New York. ISBN: 9781260469707.

Taha, N., El-Feky, M.M., El-Saiad, A.A., and Fathy, I., 2020. Numerical investigation of scour characteristics downstream of blocked culverts. Alexandria Engineering Journal, 59(5), pp. 3503-3513. Doi:10.1016/j.aej.2020.05.032.

Thompson, P.L. and R.T. Kilgore, 2006. Hydraulic design of energy dissipators for culverts and channels: Hydraulic Engineering circular number 14, National Highway Institute (US). https://rosap.ntl.bts.gov/view/dot/44356.

Tullis, B.P., 2012. Hydraulic loss coefficients for culverts, Transportation Research Board. ISSN 0077-5614.

Similar Articles

You may also start an advanced similarity search for this article.