Open Access Open Access  Restricted Access Subscription Access

Space–time dynamics of local scour around submerged tandem and staggered piers in sand beds


Affiliations
1 Department of Civil Engineering, Aditya Engineering College, Surampalem 533 437, India
2 Department of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat 395 007, India

Experimental studies on temporal variations around submerged piers on sand beds are compared here with the findings of an isolated pier under identical flows. Scour depths at the rear pier of the tandem case were found to decrease by 40% compared to the isolated pier. On the other hand, the scour depth around the staggered rear pier was similar to the isolated pier. From bed gradient computations, the mean of the highest gradients at deeper and upstream portions of the scour hole was approximately equal to the angle of repose in the isolated pier. The dynamic angle of repose increased by 20% and 40% in the front piers of the tandem and staggered arrangements respectively, vis-à-vis the isolated pier, leading to the rapid movement of sediments between the piers

Keywords

Angle of repose, local scour, sand bed, space–time dynamics, staggered piers, tandem and staggered piers
User
Notifications
Font Size

Abstract Views: 128




  • Space–time dynamics of local scour around submerged tandem and staggered piers in sand beds

Abstract Views: 128  | 

Authors

L. N. Pasupuleti
Department of Civil Engineering, Aditya Engineering College, Surampalem 533 437, India
P. V. Timbadiya
Department of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat 395 007, India
P. L. Patel
Department of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat 395 007, India

Abstract


Experimental studies on temporal variations around submerged piers on sand beds are compared here with the findings of an isolated pier under identical flows. Scour depths at the rear pier of the tandem case were found to decrease by 40% compared to the isolated pier. On the other hand, the scour depth around the staggered rear pier was similar to the isolated pier. From bed gradient computations, the mean of the highest gradients at deeper and upstream portions of the scour hole was approximately equal to the angle of repose in the isolated pier. The dynamic angle of repose increased by 20% and 40% in the front piers of the tandem and staggered arrangements respectively, vis-à-vis the isolated pier, leading to the rapid movement of sediments between the piers

Keywords


Angle of repose, local scour, sand bed, space–time dynamics, staggered piers, tandem and staggered piers



DOI: https://doi.org/10.18520/cs%2Fv125%2Fi11%2F1227-1234