Vis enkel innførsel

dc.contributor.authorStenvik, Lars Aaberg
dc.contributor.authorGjengedal, Sondre
dc.contributor.authorRamstad, Randi Kalskin
dc.contributor.authorFrengstad, Bjørn S.
dc.date.accessioned2023-01-13T09:01:21Z
dc.date.available2023-01-13T09:01:21Z
dc.date.created2022-03-22T10:16:29Z
dc.date.issued2022
dc.identifier.citationBulletin of Engineering Geology and the Environment. 2022, 81 (4), .en_US
dc.identifier.issn1435-9529
dc.identifier.urihttps://hdl.handle.net/11250/3043249
dc.description.abstractVacuum pressures are unfavorable in water pipes since they pose a risk to degassing dissolved gases from the water and air in-leakage. If the water flow rate through the pipeline is too low, gas bubbles will rise to local high points and create stagnant gas pockets. Gas pockets may clog both directly by obstructing the flow cross-section and indirectly by disturbing chemical equilibria. Gas clogging in the Lena terrasse groundwater heat pump system (GWHP) in Melhus, Norway, has been investigated by pressure, temperature, groundwater flow rate, and pump power consumption monitoring data. The GWHP extracts groundwater through a production well, leads it to a heat exchanger at the terrain level, and then re-injects the water through an injection well. It thus operates as a siphon which is prone to vacuum pressures. Analytical tools adapted from hydraulic engineering have been used to identify vacuum pressures and insufficient pipe flow rates to remove gas pockets in the Lena terrasse GWHP. Monitoring data shows that incrustation induced pressure build-up in the injection well filter does not impact the pump production capacity. This indicates gravity driven waterfall flow from the heat exchanger to the injection well, caused by stagnant gas pockets. It is recommended to install a backpressure valve at the end of the injection pipe or multiple narrow injection pipes inside the injection well, and air release valves at the local high points, to ensure the system is kept pressurized and water-filled. The extra required pumping head will approximately equal the overpressure criterion (e.g., 0.5 bar) set at the pressure minimum in the groundwater circuit, which introduces quite modest extra pumping costs per year.en_US
dc.language.isoengen_US
dc.publisherSpringer Natureen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleHow to avoid gas clogging in groundwater heat pump systems: a case study from the Lena terrasse system in Melhus, Norwayen_US
dc.title.alternativeHow to avoid gas clogging in groundwater heat pump systems: a case study from the Lena terrasse system in Melhus, Norwayen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber11en_US
dc.source.volume81en_US
dc.source.journalBulletin of Engineering Geology and the Environmenten_US
dc.source.issue4en_US
dc.identifier.doi10.1007/s10064-022-02652-9
dc.identifier.cristin2011635
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel

Navngivelse 4.0 Internasjonal
Med mindre annet er angitt, så er denne innførselen lisensiert som Navngivelse 4.0 Internasjonal