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dc.contributor.authorAlfredsen, Knut
dc.contributor.authorJuarez Gomez, Ana
dc.contributor.authorKenawi, Mahmoud Saber
dc.contributor.authorGraf, Magnus
dc.contributor.authorSaha, Sanjoy Kumar
dc.date.accessioned2022-11-21T09:26:52Z
dc.date.available2022-11-21T09:26:52Z
dc.date.created2022-11-17T07:55:37Z
dc.date.issued2022
dc.identifier.citationFrontiers in Environmental Science. 2022, 10 .en_US
dc.identifier.issn2296-665X
dc.identifier.urihttps://hdl.handle.net/11250/3033072
dc.description.abstractIn the transition to a society based on renewable energy, flexibility is important in balancing the energy supply as more intermittent sources like wind and solar are included in the energy mix. The storage-based hydropower systems are a renewable energy source that provides the needed flexibility since a hydropower plant can be started and stopped in minutes, and the reservoirs provide stored energy that can be utilized when the demand arises. Thereby, the hydropower plants can balance the variability in other energy sources, e.g., when there is no wind or when solar input is low. This need for increased flexibility has led research toward new hydropower turbines to provide larger ramping rates, more frequent starts and stops, and other system services. A possible drawback of the ramping operation of hydropower plants (often termed “hydropeaking”) are the adverse effects on the environment in receiving water bodies downstream of the power plant outlet, particularly when the hydropower outlets are in rivers. Rapid changes in flow can lead to stranding of fish and other biota during the shutdown of turbines and flushing of biota during the start of turbines. These effects can also be caused by other sudden episodes of water withdrawal, such as during accidental turbine shutdowns. The main objective of this study is to describe a method of designing the necessary volume of water required to mitigate a fast ramping turbine, and present the effect this has on the downstream river reach. We used a 2D hydraulic model to find the areas affected by hydropeaking operation and, furthermore, to define areas with a faster ramping rate than 13 cm/h which is used as a limit in Norwegian guidelines. Based on this, we developed a ramping regime that would prevent fast dewatering of critical areas and provide this as a basis for mitigating the effects of fast dewatering in the downstream river (River Nidelva in Norway was used as a test case). Furthermore, the effect of increasing the frequency of start–stop cycles was studied, and the proposed mitigation was evaluated for the new operational regimeen_US
dc.language.isoengen_US
dc.publisherFrontiers Mediaen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleMitigation of environmental effects of frequent flow ramping scenarios in a regulated riveren_US
dc.title.alternativeMitigation of environmental effects of frequent flow ramping scenarios in a regulated riveren_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber13en_US
dc.source.volume10en_US
dc.source.journalFrontiers in Environmental Scienceen_US
dc.identifier.doi10.3389/fenvs.2022.944033
dc.identifier.cristin2075239
dc.relation.projectEC/H2020/764011en_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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Navngivelse 4.0 Internasjonal
Except where otherwise noted, this item's license is described as Navngivelse 4.0 Internasjonal