Investigations of Rake and Rib Structures in Sand Traps to Prevent Sediment Transport in Hydropower Plants

In order to increase the lifespan of hydraulic turbines in hydropower plants, it is necessary to minimize damages caused by sediment erosion. One solution is to reduce the amount of sediments by improving the design of sand trap. In the present work, the effects on sand trap efficiency by installing...

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Main Authors: Mads Mehus Ivarson, Chirag Trivedi, Kaspar Vereide
Format: Article
Language:English
Published: MDPI AG 2021-06-01
Series:Energies
Subjects:
Online Access:https://www.mdpi.com/1996-1073/14/13/3882
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author Mads Mehus Ivarson
Chirag Trivedi
Kaspar Vereide
author_facet Mads Mehus Ivarson
Chirag Trivedi
Kaspar Vereide
author_sort Mads Mehus Ivarson
collection DOAJ
description In order to increase the lifespan of hydraulic turbines in hydropower plants, it is necessary to minimize damages caused by sediment erosion. One solution is to reduce the amount of sediments by improving the design of sand trap. In the present work, the effects on sand trap efficiency by installing v-shaped rake structures for flow distribution and rib structures for sediment trapping is investigated numerically using the SAS–SST turbulence model. The v-shaped rake structures are located in the diffuser near the inlet of the sand trap, while the ribs cover a section of the bed in the downstream end. Three-dimensional models of the sand trap in Tonstad hydropower plant are created. The present study showed that integrating rib type structure can reduce the total weight of sediments escaping the sand trap by 24.5%, which leads to an improved sand trap efficiency. Consequently, the head loss in the sand trap is increased by 1.8%. By additionally including the v-shaped rakes, the total weight of sediments escaping the sand trap is instead increased by 48.5%, thus worsening the sand trap efficiency. This increases head loss by 12.7%. The results also show that turbulent flow commencing at the sand trap diffuser prevents the downstream settling of sediments with a diameter of less than one millimeter. The hydraulic representation of the numerical model is validated by comparison with particle image velocimetry measurements of the flow field from scale experiments and ADCP measurements from the prototype. The tested rib design has not previously been installed in a hydropower plant, and can be recommended. The tested v-shaped rakes have been installed in existing hydropower plants, but this practice should be reconsidered.
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spelling doaj.art-c883577580264b97900960188243bff22023-12-03T13:14:12ZengMDPI AGEnergies1996-10732021-06-011413388210.3390/en14133882Investigations of Rake and Rib Structures in Sand Traps to Prevent Sediment Transport in Hydropower PlantsMads Mehus Ivarson0Chirag Trivedi1Kaspar Vereide2Waterpower Laboratory, NTNU—Norwegian University of Science and Technology, Alfred Getz’ vei 4, 7034 Trondheim, NorwayWaterpower Laboratory, NTNU—Norwegian University of Science and Technology, Alfred Getz’ vei 4, 7034 Trondheim, NorwayDepartment of Civil and Environmental Engineering, NTNU—Norwegian University of Science and Technology, 7031 Trondheim, NorwayIn order to increase the lifespan of hydraulic turbines in hydropower plants, it is necessary to minimize damages caused by sediment erosion. One solution is to reduce the amount of sediments by improving the design of sand trap. In the present work, the effects on sand trap efficiency by installing v-shaped rake structures for flow distribution and rib structures for sediment trapping is investigated numerically using the SAS–SST turbulence model. The v-shaped rake structures are located in the diffuser near the inlet of the sand trap, while the ribs cover a section of the bed in the downstream end. Three-dimensional models of the sand trap in Tonstad hydropower plant are created. The present study showed that integrating rib type structure can reduce the total weight of sediments escaping the sand trap by 24.5%, which leads to an improved sand trap efficiency. Consequently, the head loss in the sand trap is increased by 1.8%. By additionally including the v-shaped rakes, the total weight of sediments escaping the sand trap is instead increased by 48.5%, thus worsening the sand trap efficiency. This increases head loss by 12.7%. The results also show that turbulent flow commencing at the sand trap diffuser prevents the downstream settling of sediments with a diameter of less than one millimeter. The hydraulic representation of the numerical model is validated by comparison with particle image velocimetry measurements of the flow field from scale experiments and ADCP measurements from the prototype. The tested rib design has not previously been installed in a hydropower plant, and can be recommended. The tested v-shaped rakes have been installed in existing hydropower plants, but this practice should be reconsidered.https://www.mdpi.com/1996-1073/14/13/3882hydropowerCFDsand trapsediment transportparticlemultiphase
spellingShingle Mads Mehus Ivarson
Chirag Trivedi
Kaspar Vereide
Investigations of Rake and Rib Structures in Sand Traps to Prevent Sediment Transport in Hydropower Plants
Energies
hydropower
CFD
sand trap
sediment transport
particle
multiphase
title Investigations of Rake and Rib Structures in Sand Traps to Prevent Sediment Transport in Hydropower Plants
title_full Investigations of Rake and Rib Structures in Sand Traps to Prevent Sediment Transport in Hydropower Plants
title_fullStr Investigations of Rake and Rib Structures in Sand Traps to Prevent Sediment Transport in Hydropower Plants
title_full_unstemmed Investigations of Rake and Rib Structures in Sand Traps to Prevent Sediment Transport in Hydropower Plants
title_short Investigations of Rake and Rib Structures in Sand Traps to Prevent Sediment Transport in Hydropower Plants
title_sort investigations of rake and rib structures in sand traps to prevent sediment transport in hydropower plants
topic hydropower
CFD
sand trap
sediment transport
particle
multiphase
url https://www.mdpi.com/1996-1073/14/13/3882
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AT kasparvereide investigationsofrakeandribstructuresinsandtrapstopreventsedimenttransportinhydropowerplants