4.7 Article

Bed friction effects on the stability of a stationary hydraulic jump in a rectangular upward sloping channel

Journal

PHYSICS OF FLUIDS
Volume 20, Issue 3, Pages -

Publisher

AMER INST PHYSICS
DOI: 10.1063/1.2841622

Keywords

-

Ask authors/readers for more resources

The issue of the bed friction effect on the stability of a stationary hydraulic jump in a rectangular upward sloping channel is investigated through a combined theoretical and experimental approach. The theoretical stability criterion proposed by Defina and Susin [Phys. Fluids 15, 3883 (2003)] is generalized to include rough wall flows. The results of an extensive series of experiments are then presented. The adopted experimental procedure is detailed, and results are compared with theoretical predictions. It is shown that the proposed stability criterion successfully predicts both the stable and unstable behavior of the jump for smooth and rough wall flow, at least in the range of small upward bottom slopes. (c) 2008 American Institute of Physics.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Environmental Sciences

Multipurpose Use of Artificial Channel Networks for Flood Risk Reduction: The Case of the Waterway Padova-Venice (Italy)

Riccardo Alvise Mel, Daniele Pietro Viero, Luca Carniello, Luigi D'Alpaos

WATER (2020)

Article Automation & Control Systems

Automation of the peripheral resistance valve in a hydro-mechanical cardiovascular pulse duplicator system

Mirco Rampazzo, Eleonora Manzoni, Michele Lionello, Luigi Di Micco, Francesca Maria Susin

Summary: This paper focuses on the modernization of an existing non-commercial Pulse Duplicator used for testing heart medical devices. The main objective is to fully automate the manual peripheral resistance valve by replacing it with a motorized one, and experimental tests are conducted to assess the effectiveness of the motorized valve.

CONTROL ENGINEERING PRACTICE (2021)

Article Marine & Freshwater Biology

The first operations of Mo.SE system to prevent the flooding of Venice: Insights on the hydrodynamics of a regulated lagoon

Riccardo A. Mel, Daniele P. Viero, Luca Carniello, Andrea Defina, Luigi D'Alpaos

Summary: The closure of the Venice Lagoon in October 2020 for the first time in history due to the Mo.S.E. system's operation not only prevented flooding but also led to unprecedented hydrodynamic scenarios. The closure facilitated a better understanding of wind effects on tide propagation, as well as the evaluation of gate operations' impact on seaward disturbance and infiltration into the lagoon.

ESTUARINE COASTAL AND SHELF SCIENCE (2021)

Article Engineering, Biomedical

Ventricular wall stress and wall shear stress homeostasis predicts cardiac remodeling during pregnancy: A modeling study

Giulia Comunale, Francesca M. Susin, Jonathan P. Mynard

Summary: Pregnancy is a unique and dynamic process that involves significant changes in the maternal cardiovascular system to meet increased metabolic demands. Investigating these adaptations is crucial for understanding pregnancy physiology, and this study successfully developed a lumped parameter model to predict cardiac remodeling during pregnancy. The study showed that structural changes in the heart during pregnancy can be accurately predicted using homeostatic principles of myofiber stress and wall shear stress.

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN BIOMEDICAL ENGINEERING (2022)

Article Multidisciplinary Sciences

Ventricular outflow tract obstruction: An in-silico model to relate the obstruction to hemodynamic quantities in cardiac paediatric patients

Giulia Comunale, Massimo Padalino, Carmelo Maiorana, Giovanni Di Salvo, Francesca M. Susin

Summary: The study aimed to develop a numerical tool that can relate right or left ventricular outflow tract obstruction size with pressure gradient and cardiac output, providing indications of severity and assisting in clinical management for patients. Results from in-silico modeling showed increased pressure gradient and decreased cardiac output, proportional to the severity of the VOT obstruction, supporting clinical data and potentially aiding in diagnosis and surgical treatment planning.

PLOS ONE (2021)

Article Engineering, Civil

Flood damage functions based on a single physics- and data-based impact parameter that jointly accounts for water depth and velocity

Tommaso Lazzarin, Daniele P. Viero, Daniela Molinari, Francesco Ballio, Andrea Defina

Summary: In this paper, a physics-based method for assessing flood damage is proposed. A non-dimensional impact parameter is introduced to combine water depth and flow velocity, which allows for evaluating relative damage functions for items of different nature. This method provides an understandable assessment of flood hazard even with limited data.

JOURNAL OF HYDROLOGY (2022)

Article Engineering, Biomedical

Beating heart implantation of transventricular artificial cordae: How can access site selection and leaflet insertion improve mitral regurgitation correction?

Luigi Di Micco, Benedetta Biffi, Silvia Schievano, Daniela P. Boso, Laura Besola, Alessandro Fiocco, Gino Gerosa, Francesca M. Susin, Andrea Colli, Paolo Peruzzo

Summary: This study evaluates the advantages and disadvantages of the NeoChord-DS1000-System and Harpoon-Mitral-Repair-System for the treatment of degenerative mitral valve regurgitation. Numerical simulation analyses were performed to investigate different transventricular access sites and leaflet insertions. The results provide insights into the technical aspects of transapical off-pump chordal implantation and highlight specific advantages and disadvantages of the two devices. The study lays the foundation for a systematic application of computational methodology to maximize outcomes in patient-specific minimally invasive approaches.

MEDICAL ENGINEERING & PHYSICS (2022)

Article Multidisciplinary Sciences

Loss of geomorphic diversity in shallow tidal embayments promoted by storm-surge barriers

Davide Tognin, Alvise Finotello, Andrea D'Alpaos, Daniele P. Viero, Mattia Pivato, Riccardo A. Mel, Andrea Defina, Enrico Bertuzzo, Marco Marani, Luca Carniello

Summary: Coastal flooding prevention measures, such as storm-surge barriers, are widely adopted globally due to rising sea levels. However, their effects on shallow tidal embayment morphodynamics are poorly understood. Field data and modeling results from the microtidal Venice Lagoon reveal that artificial reduction of water levels leads to increased sediment resuspension and decreased salt marsh accretion.

SCIENCE ADVANCES (2022)

Article Water Resources

Curvature-induced secondary flow in 2D depth-averaged hydro-morphodynamic models: An assessment of different approaches and key factors

Tommaso Lazzarin, Daniele P. Viero

Summary: In this study, helical flow secondary currents are included in a two-dimensional depth-averaged hydro-morphodynamic model to analyze the flow field and bed evolution near bends. Different methods are compared in terms of their impact on the flow field and bed evolution using data from laboratory experiments and real-world case studies. The study also discusses key factors in secondary flow modeling, such as implementation tricks and mesh design guidelines.

ADVANCES IN WATER RESOURCES (2023)

Article Geosciences, Multidisciplinary

How Is Time Distributed in a River Meander Belt?

A. Ielpi, D. P. Viero, M. G. A. Lapotre, A. Graham, M. Ghinassi, A. Finotello

Summary: River meandering controls the age of floodplains through the formation of oxbows, while the spacing and timescales of bend evolution and abandonment can be used to constrain the distribution of floodplain ages and sediment-storage time. This approach applies to both natural and simulated rivers, suggesting its potential applicability to unconfined meandering rivers in other locations. However, further testing with independent geo- or dendrochronological data is required.

GEOPHYSICAL RESEARCH LETTERS (2023)

Article Engineering, Civil

A new framework for flood damage assessment considering the within-event time evolution of hazard, exposure, and vulnerability

Tommaso Lazzarin, Daniele P. Viero, Daniela Molinari, Francesco Ballio, Andrea Defina

Summary: Commonly adopted procedures for flood damage assessment have limitations in describing the time evolution of hazard and exposure during the flood event. This study proposes a new framework that considers how flood damage evolves in time, showing potential for flood risk assessment and management.

JOURNAL OF HYDROLOGY (2022)

Article Mechanics

Flow under vertical sluice gates: Flow stability at large gate opening and disambiguation of partial dam-break multiple solutions

Tommaso Lazzarin, Daniele Pietro Viero, Andrea Defina, Luca Cozzolino

Summary: The present paper focuses on two unresolved issues in the free orifice flow under vertical sluice gates: flow stability at large gate openings and the determination of multiple solutions in the case of partial dam-break. Through laboratory experiments and numerical simulations, utilizing a computational fluid dynamics model with the volume of fluid method, these interconnected problems are investigated. A series of quasi-steady states is utilized to determine the threshold of relative gate openings for the transition from orifice flow to non-interacting flow. Furthermore, dam-break experiments with partial gate opening are conducted to establish reliable criteria for disambiguating multiple exact solutions provided by the one-dimensional shallow water theory.

PHYSICS OF FLUIDS (2023)

Article Mechanics

Supercritical flow overpassing forward- or backward-facing steps non-orthogonal to the flow direction

Daniele Pietro Viero, Tommaso Lazzarin, Paolo Peruzzo, Andrea Defina

Summary: The study proposes and discusses a theoretical approach to predict the behavior of open-channel supercritical flow passing over a non-orthogonal step. A sequence of oblique shock waves and expansion fans is generated near and downstream of the step. The proposed model is validated by comparing with a numerical model. Applications include using oblique steps and abrupt wall deflections to control wave fronts in channel bends. Special attention is given to the transition from supercritical to subcritical flow over a forward-facing step, which exhibits complex solutions and hysteresis effects. The theoretical and numerical models determine the existence and hysteresis domains of different flow configurations.

PHYSICS OF FLUIDS (2023)

Article Environmental Sciences

Influence of Bed Roughness on Flow and Turbulence Structure Around a Partially-Buried, Isolated Freshwater Mussel

T. Lazzarin, G. Constantinescu, L. Di Micco, H. Wu, F. Lavignani, M. Lo Brutto, D. Termini, D. P. Viero

Summary: The present study investigates the impact of bed roughness on flow and turbulence structure around an isolated, partially-buried mussel. The results show that increasing bed roughness amplifies turbulence kinetic energy in the near-wake region and weakens the strength of the main downwelling flow.

WATER RESOURCES RESEARCH (2023)

Article Geosciences, Multidisciplinary

Assessing 40 Years of Flood Risk Evolution at the Micro-Scale Using an Innovative Modeling Approach: The Effects of Urbanization and Land Planning

Tommaso Lazzarin, Andrea Defina, Daniele Pietro Viero

Summary: The present work aims to assess the change in flood risk over time due to landscape modifications. The town of San Dona di Piave (Italy) is used as a case study, as it has experienced significant urbanization and anthropization in recent decades, similar to other floodplains in Northern Italy. Flood damage to residential buildings is used as a proxy for flood risk. The analysis is conducted at a local scale, considering changes to individual buildings, and utilizes GIS data such as high-resolution topography, technical maps, and aerial images to track the evolution of the landscape in terms of urbanized areas and hydraulic structures. A physics-based hydrodynamic model is used to determine flood hazard, while an innovative method is employed to estimate the expected flood damage to residential buildings. The findings demonstrate the detrimental effect of urbanization on flood risk, with the risk increasing in proportion to the extent of urbanized areas. The study also highlights the time evolution of flood damage within individual flood events, reflecting changes in the flooding process. Overall, this research offers a promising technique for analyzing the effects of past landscape changes on flood risk, and provides a valuable tool for informed and sustainable land planning.

GEOSCIENCES (2023)

No Data Available