The Impact of Plant Debris on Hydraulic Conditions in a Semi-Natural Fish Pass
| cris.virtual.author-orcid | 0000-0003-0344-585X | |
| cris.virtual.author-orcid | 0000-0003-3999-7250 | |
| cris.virtual.author-orcid | 0000-0001-9093-4365 | |
| cris.virtualsource.author-orcid | ff7a36ab-d209-401b-822d-12191685f04a | |
| cris.virtualsource.author-orcid | e32458cb-9a33-41e8-9c1a-a373b123c233 | |
| cris.virtualsource.author-orcid | 1a97415b-d71c-4504-92c0-69469f9e5e82 | |
| dc.abstract.en | Fish passes are essential hydraulic structures that maintain longitudinal connectivity in regulated rivers, but their hydraulic performance may be affected by debris accumulation at chamber openings. This study investigates the influence of partial and total inlet blockage by plant debris on flow conditions within a semi-natural fish pass under field conditions. Hydraulic measurements were conducted at multiple locations along the fish pass, and the effects of debris covering were evaluated using statistical and mixed-effects modeling approaches. Field measurements demonstrated that the Froude number decreases systematically with increasing distance from the inlet, indicating progressive longitudinal dissipation of flow energy along the chamber sequence. Partial debris accumulation caused only marginal changes in the Froude number, remaining close to the threshold of statistical significance. In contrast, mean flow velocity decreased markedly with increasing inlet blockage, by approximately 17% at 50% covering and by about 36% under full blockage, indicating that debris primarily acts as a hydraulic damper rather than inducing a change in flow regime. The highest variability in hydraulic conditions was observed in chambers associated with changes in flow direction and local geometry. These results highlight the dominant role of longitudinal layout and chamber geometry in shaping hydraulic conditions in semi-natural fish passes, while moderate debris accumulation affects local velocities without fundamentally compromising hydraulic functionality. From an ecological perspective, transition zones with elevated hydraulic variability may represent critical locations influencing the swimming effort and passage efficiency of migrating fish. | |
| dc.affiliation | Wydział Inżynierii Środowiska i Inżynierii Mechanicznej | |
| dc.affiliation.institute | Katedra Inżynierii Wodnej i Sanitarnej | |
| dc.affiliation.institute | Katedra Budownictwa i Geoinżynierii | |
| dc.contributor.author | Walczak, Natalia | |
| dc.contributor.author | Walczak, Zbigniew | |
| dc.contributor.author | Hammerling, Mateusz | |
| dc.date.access | 2026-01-29 | |
| dc.date.accessioned | 2026-01-29T12:13:33Z | |
| dc.date.available | 2026-01-29T12:13:33Z | |
| dc.date.copyright | 2026-01-21 | |
| dc.date.issued | 2026 | |
| dc.description.abstract | <jats:p>Fish passes are essential hydraulic structures that maintain longitudinal connectivity in regulated rivers, but their hydraulic performance may be affected by debris accumulation at chamber openings. This study investigates the influence of partial and total inlet blockage by plant debris on flow conditions within a semi-natural fish pass under field conditions. Hydraulic measurements were conducted at multiple locations along the fish pass, and the effects of debris covering were evaluated using statistical and mixed-effects modeling approaches. Field measurements demonstrated that the Froude number decreases systematically with increasing distance from the inlet, indicating progressive longitudinal dissipation of flow energy along the chamber sequence. Partial debris accumulation caused only marginal changes in the Froude number, remaining close to the threshold of statistical significance. In contrast, mean flow velocity decreased markedly with increasing inlet blockage, by approximately 17% at 50% covering and by about 36% under full blockage, indicating that debris primarily acts as a hydraulic damper rather than inducing a change in flow regime. The highest variability in hydraulic conditions was observed in chambers associated with changes in flow direction and local geometry. These results highlight the dominant role of longitudinal layout and chamber geometry in shaping hydraulic conditions in semi-natural fish passes, while moderate debris accumulation affects local velocities without fundamentally compromising hydraulic functionality. From an ecological perspective, transition zones with elevated hydraulic variability may represent critical locations influencing the swimming effort and passage efficiency of migrating fish.</jats:p> | |
| dc.description.accesstime | at_publication | |
| dc.description.bibliography | il., bibliogr. | |
| dc.description.finance | publication_act | |
| dc.description.financecost | 13084,68 | |
| dc.description.if | 3,00 | |
| dc.description.number | 2 | |
| dc.description.points | 100 | |
| dc.description.version | final_published | |
| dc.description.volume | 18 | |
| dc.identifier.doi | 10.3390/w18020272 | |
| dc.identifier.issn | 2073-4441 | |
| dc.identifier.uri | https://sciencerep.up.poznan.pl/handle/item/7130 | |
| dc.identifier.weblink | https://www.mdpi.com/2073-4441/18/2/272 | |
| dc.language | en | |
| dc.pbn.affiliation | environmental engineering, mining and energy | |
| dc.relation.ispartof | Water (Switzerland) | |
| dc.relation.pages | art. 272 | |
| dc.rights | CC-BY | |
| dc.sciencecloud | nosend | |
| dc.share.type | OPEN_JOURNAL | |
| dc.subject.en | semi-natural fish pass | |
| dc.subject.en | plant debris | |
| dc.subject.en | velocity | |
| dc.subject.en | Froude number | |
| dc.title | The Impact of Plant Debris on Hydraulic Conditions in a Semi-Natural Fish Pass | |
| dc.type | JournalArticle | |
| dspace.entity.type | Publication | |
| oaire.citation.issue | 2 | |
| oaire.citation.volume | 18 |