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Velocity Distribution and Attenuation Characteristic in Hydraulic Jumps on Rough Beds

2021· article· en· 0 citations· W3118971522 on OpenAlex· 10.1139/cjce-2019-0536

Why is this work in the frame?

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

Canadian venueIt was published in a Canadian venue.

No Canadian affiliation. An affiliation-only frame — the usual design — would never have seen this work. It is one of the works that make the case for inverting the frame.

Post-publication record

Nature
Retraction
Reason
Duplication of/in Article;
Date
12/9/2021 0:00
Flagged by OpenAlex?
Yes

Source: Retraction Watch, joined by DOI. OpenAlex records retraction as is_retracted, a boolean over a state space with at least four values, so it cannot express an expression of concern, a correction or a reinstatement — it reports them as false, which reads as “fine”.

Machine scores (provisional)

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Opus teacher head0.006
GPT teacher head0.177
Teacher spread
0.172 · how far apart the two teachers sit on this one work
Validation status
score_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Abstract

This study was conducted to investigate the velocity distribution and attenuation in free jumps on rough beds. Based on the length scale of jump length L j , the velocity distribution of the free jump on a rough bed can be divided into four parts by three typical sections where are in the position of x=0.4L j , x=0.8L j , and x=1.2L j . It seems that the velocity distribution near section x=0.4L j is the most uneven. The velocity attenuation rate in the bottom half of the water is larger than that in the top half of the water. The attenuation of the maximum velocity u m is mainly done from x=0 to x=0.8L j . The results show the mixed triangular corrugated floor increases the resistance of hydraulic jump development and is very efficient in energy dissipation.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

The record

Venue
Canadian Journal of Civil Engineering
Topic
Hydraulic flow and structures
Field
Engineering
Canadian institutions
Funders
Keywords
AttenuationHydraulic jumpDistribution (mathematics)GeologyMechanicsGeotechnical engineeringHydrology (agriculture)MathematicsPhysicsFlow (mathematics)Mathematical analysis
Has abstract in OpenAlex
yes