Formulating Dynamic Pressure Characteristics at Flat Plunge Pool Bottom and Inside Rock Joints
Publication: Journal of Hydraulic Engineering
Volume 150, Issue 3
Abstract
Accurate prediction of pressure caused by plunging jets of high spillways is essential for assessing the bed rock scour initiation and expansion. The hydrodynamic pressure characteristics at plunge pools’ bottom and inside rock joints are assessed based on the experimental results and the analysis of extensive available library experimental data. A new empirical model of mean dynamic pressure coefficient, the , and pressure fluctuation, the , for core and developed jets at stagnation point are presented. The effects of jet break-up ratio (), the jet’s fall height to the jet break-up length ratio, on and at the pool bottom and inside the rock joints are assessed. The maximum at pool bottom and inside rock joint occurs in range while the maximum occurs within range at pool bottom. Transient dynamic pressures inside the rock joint generates a stress field inside the rock joint, which highly depends on the joint length, and it is characterized by the stress intensity factor. The effects of joint length on pressure filed and the stress intensity factor are assessed to determine the fluid resistance due to joint elongation and to formulate the stress intensity factor. A new data set of dynamic pressure measurements inside rock joints at different lengths is presented. Experimental results indicate that the stress intensity factor inside the rock joint reaches its maximum values when the joint length reaches 4 times the initial formed rock joint length in rock mass.
Practical Applications
Determining the pressure characteristics is essential when assessing the rock joint stability and the scour geometry at plunge pools. In this study, the hydrodynamic pressure characteristics at the bottom of plunge pools and inside rock joints are investigated, and a new empirical model of mean dynamic pressure coefficient, , and pressure fluctuation, , for the core and developed jets is presented. The effects of joint length and the jet break-up ratio () on the pressure field and the stress intensity factor are assessed. The stress intensity factor inside the rock joint is modified to accurately assess the hydraulic fracturing of the rock joint and scour geometry development.
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Data Availability Statement
All data that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
Appreciations are extended to the University of Isfahan Technical Office staff in constructing the laboratory model.
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© 2024 American Society of Civil Engineers.
History
Received: Mar 1, 2023
Accepted: Nov 2, 2023
Published online: Jan 19, 2024
Published in print: May 1, 2024
Discussion open until: Jun 19, 2024
ASCE Technical Topics:
- Bedrock
- Continuum mechanics
- Data analysis
- Dynamic models
- Dynamic pressure
- Dynamic response
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Geology
- Geotechnical engineering
- Hydraulic engineering
- Hydraulics
- Joints
- Methodology (by type)
- Models (by type)
- Pressure (type)
- Research methods (by type)
- Rocks
- Scour
- Solid mechanics
- Structural engineering
- Structural members
- Structural systems
- Water and water resources
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