Using a PIV measurement system to study the occurrence of bursting in the flow over a movable scour hole downstream of a groundsill

Cheng Kai Chang, Jau Yau Lu, Shi Yan Lu, Kuo Ting Hsiao, Dong-Sin Shih*

*Corresponding author for this work

Research output: Contribution to journalArticle

Abstract

Generally, hydraulic structures are installed along with rivers in Taiwan to prevent erosion. The groundsill is one of the most common structures to protect the underlying riverbed. However, the occurrence of bursting during the process of scouring can intensify the disturbance of sediment in the bed, sometimes even causing hydraulic structures to collapse. This paper aimed to study the mechanisms of bursting, the effects of bursting, and the scouring exceedance probability of sediment movement. To study this topic, a particle image velocimetry (PIV) was used to measure the hydraulic characteristics of a scour hole under different flow conditions. The results showed that, firstly, the bursting and the sediment entrainment rate increased with time at the beginning. Secondly, when bursting occurred at the beginning stage of scouring, the averaged velocity of main flow was reduced by about 30% and the thickness of the riverbed was deepened by about 20%. Moreover, when scouring time was 15 min, at the location of maximum scouring depth, all the experimental groups carried the proximity values of the scouring exceedance probability that stuck to a range from 35% to 53% at the bursting stage. Therefore, the scouring exceedance probability of the bursting of the maximum scouring depth can be further applied to designs and to protect the foundation of hydraulic structures.

Original languageEnglish
Article number1396
JournalWater (Switzerland)
Volume12
Issue number5
DOIs
StatePublished - 1 May 2020

Keywords

  • Bursting
  • Particle image velocimetry (PIV)
  • Scour holes
  • Scouring exceedance probability

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