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Full-Text Articles in Physical Sciences and Mathematics
On The External And Iterative Coupling Of Multiple Open Channel Flow Models With Openmi, Bernhard P.J. Becker, Jan Talsma
On The External And Iterative Coupling Of Multiple Open Channel Flow Models With Openmi, Bernhard P.J. Becker, Jan Talsma
International Conference on Hydroinformatics
For water management questions on the national scale, cross-border studies or for water authorities it can be necessary to couple models of the same type, i. e. models that represent the same flow processes, but different modelling areas, at shared boundaries. With the help of a simple test case how two open channel flow models (Sobek) can be coupled externally or iteratively according to the OpenMI standard. We discuss the simulation results from external coupling and iterative coupling against the simultaneous solution in one equation system. Conclusions on the choice of a coupling method for practical applications are made and …
Modflow: An Insight Into Thirty Years Development Of A Standard Numerical Code For Groundwater Simulations, Dalila Loudyi, Roger Falconer, Binliang Lin
Modflow: An Insight Into Thirty Years Development Of A Standard Numerical Code For Groundwater Simulations, Dalila Loudyi, Roger Falconer, Binliang Lin
International Conference on Hydroinformatics
Of all of the groundwater flow models widely available, the U.S. Geological Survey three-dimensional modular finite-difference, groundwater flow model, MODFLOW, is regarded by many as the most widely used by government agencies and consultancy firms. The Model was first developed in 1984 and since then many changes, updates and corrections have been introduced to the programme, simultaneously with its growing use. Since its establishment as a world-wide standard for groundwater flow modelling, many programmes have been developed to link MODFLOW to other codes that use groundwater flow information in porous saturated media. Processes such as solute transport, variable density flow, …
Development And Application Of A Shallow Water Flow Model Hdm-2d, Chang Geun Song, Il Won Seo, Jae Hyun Shin, In Hwan Park
Development And Application Of A Shallow Water Flow Model Hdm-2d, Chang Geun Song, Il Won Seo, Jae Hyun Shin, In Hwan Park
International Conference on Hydroinformatics
In this study, an unsteady 2D depth-averaged flow model, HDM-2D was developed by employing the finite element algorithm. The shallow water equations were weighted by SU/PG test function of which the shape is deformed by the current direction to introduce balancing diffusion only in the flow direction. The nonlinearity of the discretized momentum equations was linearized by Newton-Raphson method. Triangular or rectangular element with C0 interpolation function can be mixed together in the construction of geometry and the linear set of equations was solved by frontal method. The HDM-2D features (1) the incorporation of secondary current effect by dispersion stresses; …
High Performance Gpu Speed-Up Strategies For The Computation Of 2d Inundation Models, Asier Lacasta, Mario Morales-Hernández, Javier Murillo, Pilar García-Navarro, Reinaldo Garcia
High Performance Gpu Speed-Up Strategies For The Computation Of 2d Inundation Models, Asier Lacasta, Mario Morales-Hernández, Javier Murillo, Pilar García-Navarro, Reinaldo Garcia
International Conference on Hydroinformatics
Two-dimensional (2D) models are increasingly used for inundation assesements in situations involving large domains of millions of computational elements and long-time scales of several months. Practical applications often involve a compromise between spatial accuracy and computational efficiency and to achieve the necessary spatial resolution, rather fine meshes become necessary requiring more data storage and very long computer times comparable to the real simulated process (e.g. 1 month of real-time simulation may require 1 month of computations approximately). Obviously, using conventional 2D non-parallelized models (CPU based) make simulations impractical in real project applications, but improving the performance of such complex models …
Pressure Fluctuations On The Slabs Of Stilling Basins Under Hydraulic Jump, Abdollah Sobani
Pressure Fluctuations On The Slabs Of Stilling Basins Under Hydraulic Jump, Abdollah Sobani
International Conference on Hydroinformatics
Although in the design of hydraulic structures generally the average characteristics is considered, but according to studies, use of this approach for the design of structures such as spillways and the stilling basins which are under the influence of turbulent flows and in other hand, the difference between the moment values of the parameters of the medium values, are impressive, is not recommended. Due to the enormous and costly construction and operating costs of such buildings, the study of fluctuation characteristics of the turbulent flow and their role in estimating the maximum tensile force is necessary and inevitable.
Modeling Of District Metered Areas With Relatively High Leakage Rate. The Case Study Of Kalipoli’S Dma, Antonios Bakogiannis, Athanasios Tzamtzis
Modeling Of District Metered Areas With Relatively High Leakage Rate. The Case Study Of Kalipoli’S Dma, Antonios Bakogiannis, Athanasios Tzamtzis
International Conference on Hydroinformatics
The article reviews the modelling of District Metered Areas (DMAs) with relatively high leakage rate. As a generally recognised approach in modelling of leakage does not exist, modelling of leakage by enginners and other researchers usually takes place by dividing the whole leakage rate evenly to all available nodes of the model. In this article, a new methodology is proposed to determine the nodal leakage by using a hydraulic model. The proposed methodology takes into consideration the IWA water balance methodology, the Minimum Night Flow (MNF) analysis, the number of connections related to each node and the marerial of pipes. …
Temperature Dynamics Investigation At Small And Shallow Lakes Using Hydrodynamic Model, Ali Abbasi, Nick Van De Giesen
Temperature Dynamics Investigation At Small And Shallow Lakes Using Hydrodynamic Model, Ali Abbasi, Nick Van De Giesen
International Conference on Hydroinformatics
A three-dimensional time-dependent hydrodynamic and heat transport model of Lake Binaba, a shallow and small dam reservoir in Ghana, emphasizing the simulation of dynamics and thermal structure has been developed. Most numerical studies of temperature dynamics in reservoirs are based on one- or two-dimensional models. These models are not applicable for reservoirs characterized with complex flow pattern and unsteady heat exchange between the atmosphere and water surface. Continuity, momentum and temperature transport equations have been solved. Proper assignment of boundary conditions, especially surface heat fluxes, has been found crucial in simulating the lake’s hydrothermal dynamics. This model is based on …
Direct Numerical Simulation Of Particle Saltation In Turbulent Channel Flow, Chunning Ji, Ante Munjiza, Eldad J. Avital, John J. R. Williams
Direct Numerical Simulation Of Particle Saltation In Turbulent Channel Flow, Chunning Ji, Ante Munjiza, Eldad J. Avital, John J. R. Williams
International Conference on Hydroinformatics
This paper numerically investigates particle saltation in a turbulent channel flow having a rough bed consisting of 2-3 layers of densely packed spheres. The Shield’s Function is 0.065 which is just above the sediment entrainment threshold to give a bed-load regime. The applied methodology is a combination of three technologies, i.e., the direct numerical simulation of turbulent flow, the combined finite-discrete element modelling of the deformation, movement and collision of the particles, and the immersed boundary method for the fluid-solid interaction. It is shown that the presence of entrained particles significantly modifies the flow profiles of velocity, turbulent intensities and …
Method Of Use And The Contribution Of Les 3d Modeling To Reproduce Velocity Distribution In Compound Channels, Salma Bellahcen, José Vazquez, Matthieu Dufresne, Robert Mose, Gilles Isenmann
Method Of Use And The Contribution Of Les 3d Modeling To Reproduce Velocity Distribution In Compound Channels, Salma Bellahcen, José Vazquez, Matthieu Dufresne, Robert Mose, Gilles Isenmann
International Conference on Hydroinformatics
Discharge determination in open channels is of great interest for water engineering, especially in compound channels where the main difficulty is the link between the measured velocity and the mean velocity. To do so, the 3D modeling is used as a tool to get the velocity distribution in compound channels. The purpose of this study is to compare through numerical simulations, the most common turbulence models such as K-epsilon and RSM to LES that is rarely used in this field, in order to show the efficiency of the LES model to reproduce the velocity distribution. The method used is the …
Modelling And Validation Of The Santa Catarina Island Bays Hydrodynamics Based On Astronomic Tides And Measured Tides, Luis Hamilton Pospissil Garbossa, Argeu Vanz, Luis Daniel Fachada Fernandes, Robson Ventura De Souza, Luiz Fernando Vianna, Guilherme Sabino Rupp
Modelling And Validation Of The Santa Catarina Island Bays Hydrodynamics Based On Astronomic Tides And Measured Tides, Luis Hamilton Pospissil Garbossa, Argeu Vanz, Luis Daniel Fachada Fernandes, Robson Ventura De Souza, Luiz Fernando Vianna, Guilherme Sabino Rupp
International Conference on Hydroinformatics
Santa Catarina Island bays (SCI bays) has a great economic and social importance in the region. With more than 700.000 habitants in its surroundings, besides touristic and fishery activities, it represents approximately 70% of the Brazilian bivalve shellfish production. In order to understand processes controlling the water quality and food availability, relevant for the shellfish production, it is unquestionably important to understand the main hydrodynamics patterns of SCI Bay. Thus, a hydrodynamic assessment study of the SCI bays was carried out using the numerical model MOHID. The model was implemented using bathymetric information obtained from Brazilian nautical charts, two tide …
Parameterization Of Turbulence Models Using 3dvar Data Assimilation, Agnieszka Indiana Olbert, Stephen Nash, Emanuele Ragnoli, Michael Hartnett
Parameterization Of Turbulence Models Using 3dvar Data Assimilation, Agnieszka Indiana Olbert, Stephen Nash, Emanuele Ragnoli, Michael Hartnett
International Conference on Hydroinformatics
In this research the 3DVAR data assimilation scheme is implemented in the numerical model DIVAST in order to optimize the performance of the numerical model by selecting an appropriate turbulence scheme and tuning its parameters. Two turbulence closure schemes: the Prandtl mixing length model and the two-equation k-ε model were incorporated into DIVAST and examined with respect to their universality of application, complexity of solutions, computational efficiency and numerical stability. A square harbour with one symmetrical entrance subject to tide-induced flows was selected to investigate the structure of turbulent flows. The experimental part of the research was conducted in a …
Application Of 1d And 2d Numerical Models For Assessing And Visualizing Effectiveness Of Natural Flood Management (Nfm) Measures, Sohan Ghimire, Mark Wilkinson, Gillian Donaldson-Selby
Application Of 1d And 2d Numerical Models For Assessing And Visualizing Effectiveness Of Natural Flood Management (Nfm) Measures, Sohan Ghimire, Mark Wilkinson, Gillian Donaldson-Selby
International Conference on Hydroinformatics
Natural Flood Management (NFM) techniques that include alteration, restoration or use of landscape features, have emerged as a novel way of reducing flood risk in Scotland. NFM aims to reduce the peak flood downstreamincreasing the time available to prepare for flood. Water storage ponds are very effective for this purpose. The aim of the paper is to present findings of a modelling approach to floodinundation and risk assessment, and its application for assessing the effectiveness of wetland storage ponds as NFM measures. The study was undertaken in a rural catchment (Tarland Burn, area ~74 km2) located in Aberdeenshire, north-east Scotland. …
Simulation Of Shoreline Changes Along Muthalapozhy Harbour, India, Dhyan Singh Arya, Santosh Kori, A M. Vaidya
Simulation Of Shoreline Changes Along Muthalapozhy Harbour, India, Dhyan Singh Arya, Santosh Kori, A M. Vaidya
International Conference on Hydroinformatics
A study of Muthalapozhy fishing harbour, located in south India, was conducted for simulating shoreline changes using LITPACK modelling tool. The analysis shows that the estimated advancement in shoreline is of the order of 45 m/year initially, which gradually reduces to 25 m/year. It was also found that the coastline advances more during the south-west monsoon (i.e. June to September) season. Simulation of breakwaters shows that the length of the breakwater should be increased by 200 m for south breakwater and 70 m for north breakwater to keep the channel operational without dredging till 2016. The results of the simulated …
Numerical Study To Enhance Stability Condition Within The River Mouth; Case Study: Rosetta Promontory, Egypt, Ali Masria, Abdelazim Negm, Moheb Iskander, Oliver Saavedra
Numerical Study To Enhance Stability Condition Within The River Mouth; Case Study: Rosetta Promontory, Egypt, Ali Masria, Abdelazim Negm, Moheb Iskander, Oliver Saavedra
International Conference on Hydroinformatics
Estuaries play an important role in exchanging water and providing a navigational pathway for ships. These zones are very sensitive and vulnerable to any interventions in coastal dynamics. Almost major of these inlets experience coastal problems such as severe erosion, and accretion. Rosetta promontory is an example of this environment. It suffers from many coastal problems as erosion problem along the coastline and siltation problem inside the inlet. It is due to lack of water and sediment resources as a side effect of constructing the Aswan High dam. The shoaling of the inlet leads to hindering the navigation process of …
Data Assimilation And Multidimensional Model Coupling On The Adour Catchment, South-West Of France, Sébastien Barthélémy, Sophie Ricci, Nicole Goutal, Etienne Le Pape, Olivier Thual
Data Assimilation And Multidimensional Model Coupling On The Adour Catchment, South-West Of France, Sébastien Barthélémy, Sophie Ricci, Nicole Goutal, Etienne Le Pape, Olivier Thual
International Conference on Hydroinformatics
This study focuses on the hydrodynamic modelling of the tidally influenced “Adour maritime” catchment located in South-West of France. The local SPC is in charge of operational flood-forecasting and for that purpose, the 1D hydraulic software MASCARET developed at EDF is used. Due to various sources of uncertainties on the hydraulic parameters and hydrological forcing, the free-run is imperfect and should be corrected for improved forecast of extreme events. An Ensemble Kalman Filter algorithm was implemented on top of the hydraulic model using the OpenPalm coupler to assimilate hourly water level in-situ data from observing stations. The water-level and discharge …
Remote Sensing Data Assimilation In Water Quality Numerical Model Of Eagle Creek Reservoir Using Ensemble Kalman Filter Method, Amir Javaheri, Meghna Babbar-Sebens
Remote Sensing Data Assimilation In Water Quality Numerical Model Of Eagle Creek Reservoir Using Ensemble Kalman Filter Method, Amir Javaheri, Meghna Babbar-Sebens
International Conference on Hydroinformatics
Numerical models are used as effective tools for simulating complex processes in aquatic systems, such as hydrodynamic and water quality processes. The accuracy of the model is reliant on the multiple model parameters and variables which need to be calibrated and regularly updated to reproduce changing conditions accurately. Different sources of observations such as remote sensing data or in-situ monitoring technologies can improve the model accuracy by providing benefits of individual monitoring technology within the model updating process. Remote sensing technology can provide the spatially dense surface temperature of water body, while in-situ technology is able to prepare more frequent …
An Open Visualization Tool (Openvt) For Mesh Based Water Models, Quan Pan, Mario E. Castro Gama, Ioana Popescu
An Open Visualization Tool (Openvt) For Mesh Based Water Models, Quan Pan, Mario E. Castro Gama, Ioana Popescu
International Conference on Hydroinformatics
Worldwide there has been a lot of developments of numerical models for water related problems, using mesh based approaches. The models are usually released with their own data formats and visualization tools. Computer power has developed greatly in the last 10-15 years resulting in capabilities of better representing physical processes, hence the size of output results becomes larger and larger. Taking this into account present paper presents the development of an open visualization tool (openVT) for mesh based water models, which has functions for loading and visualizing results from a suite of modeling systems, regardless of their data structures. The …
Study On Water Age In An Estuary Using Three-Dimensional Models, Yuheng Ren, Binliang Lin, Jian Sun
Study On Water Age In An Estuary Using Three-Dimensional Models, Yuheng Ren, Binliang Lin, Jian Sun
International Conference on Hydroinformatics
The age of water (AW) concept is applied in the Pearl River Estuary to investigate the water exchange process in three-dimensional space and its seasonal variation. A three-dimensional AW model is built based on the advanced hydrodynamic model MIKE3, and the model has been verified against a field survey dataset in the Pearl River Estuary. Using this model, the spatio-temporal distributions of water age are numerically determined in response to hydrodynamic factors. The predictions indicate that the mean AW values inside the Pearl River Estuary during the wet season and the dry season are approximately 10 days and 25 days, …
A Study On The Flow Characteristics Influenced By Hydraulic Structure At A Channel Junction, Hyoseon Park, Dongwoo Jang, Gyewoon Choi
A Study On The Flow Characteristics Influenced By Hydraulic Structure At A Channel Junction, Hyoseon Park, Dongwoo Jang, Gyewoon Choi
International Conference on Hydroinformatics
Natural riversare consisting of various networks as junction andstreams. And sediment and erosion are occurred by specific stream condition. When flood season,large discharge flew in the river and river bed changed by high flow velocity. Especially junction area’s flow characteristics are very complex. The purpose of this study is to analyze the flow characteristics in channel junction, which are most influenced by large discharge like flooding and input water from tributary. We investigate the flow characteristics by using hydrodynamics and transport module in MIKE 3 FM. MIKE 3 FM model was helpful tool to analysis 3D hydrodynamics, erosion and sediment …
Calibration Strategies Designed For Long Term Sediment Transport Modelling, Robert Klar, Stefan Achleitner, Stefan Jocham, Markus Aufleger
Calibration Strategies Designed For Long Term Sediment Transport Modelling, Robert Klar, Stefan Achleitner, Stefan Jocham, Markus Aufleger
International Conference on Hydroinformatics
The presented work deals with the calibration of a 2D numerical model for the simulation of long term bed load transport. A settled basin along an alpine stream was used as a case study. The focus is to parameterise the used multi fractional transport model such that a dynamically balanced behavior regarding erosion and deposition is reached. The used 2D hydrodynamic model utilizes a multi-fraction multi-layer approach to simulate morphological changes and bed load transport. The mass balancing is performed between three layers: a top mixing layer, an intermediate subsurface layer and a bottom layer. Using this approach bears computational …
Numerical Modeling Of Otec Thermal Discharges In Coastal Waters, Jongkyu Kim, Hyeon-Ju Kim
Numerical Modeling Of Otec Thermal Discharges In Coastal Waters, Jongkyu Kim, Hyeon-Ju Kim
International Conference on Hydroinformatics
Thermal discharge from industrial outfalls is categorized into two major classes based on their density. First class is the effluent that has a higher density than that of the ambient water body. The second class is the effluent that has a lower density than that of the ambient water body. Due to the effect of several factors such as tides, waves, winds, river discharges, thermal effluents etc., the mixing characteristics of OTEC (Ocean Thermal Energy Conversion) thermal plume is much complicated. In this study we try to identify the mixing and dispersion characteristics of coastal waters to consider their physical …
Multi-Objective-Rehabilitation Of Urban Drainage Systems Within The Flood Risk Framework, Diego Fernando Paredes Méndez, Arlex Sanchez-Torres, Zoran Vojinović, Solomon D. Seyoum
Multi-Objective-Rehabilitation Of Urban Drainage Systems Within The Flood Risk Framework, Diego Fernando Paredes Méndez, Arlex Sanchez-Torres, Zoran Vojinović, Solomon D. Seyoum
International Conference on Hydroinformatics
Urban drainage systems are one of the most valuable public utilities in any community, which protects public health and the environment, nevertheless is one of the most overlooked infrastructures until considerable failures occurred. If there are not recurrent rehabilitation programs in place this vital infrastructure will decrease the level of service. This work presents an approach to find optimal rehabilitation measures based on the hydraulic performance of the system. To assess the performance of the urban drainage system a coupled 1D-2D model was developed. The model uses SWMM 5.0 for the 1D transport; to simulate the overland flow from the …
Numerical Simulation Of Pore Fluid Flow And Fine Sediment Infiltration Into The Riverbed, Tobias Schruff, Florian Schornbaum, Christian Godenschwager, Ulrich Rüde, Roy M. Frings, Holger Schüttrumpf
Numerical Simulation Of Pore Fluid Flow And Fine Sediment Infiltration Into The Riverbed, Tobias Schruff, Florian Schornbaum, Christian Godenschwager, Ulrich Rüde, Roy M. Frings, Holger Schüttrumpf
International Conference on Hydroinformatics
The riverbed embodies an important ecotone for many organisms. It is also an interface between groundwater and surface water, two systems that feature numerous distinctions. The riverbed therefore exhibits many physical and biochemical gradients e.g. flow velocity, temperature, oxygen or nutrient concentration. If the riverbed however becomes clogged through input and deposition of fine sediments, its porosity and permeability decrease leads to reduced interconnectivity between both neighboring systems and eventually reduction of the suitability of the riverbed as a habitat for organisms. Reasons for fine sediment infiltration are high inputs of fine sediments from surface runoff or rainwater retention basins …
Extension And Testing Of A 2d Hydrodynamic Model For Direct Rainfall Runoff Simulation, Robert Klar, Stefan Achleitner, Simon Lumassegger, Markus Aufleger, Michael Hofer
Extension And Testing Of A 2d Hydrodynamic Model For Direct Rainfall Runoff Simulation, Robert Klar, Stefan Achleitner, Simon Lumassegger, Markus Aufleger, Michael Hofer
International Conference on Hydroinformatics
While the simulation of flood risks originating from the overtopping of river banks is well covered within continuously evaluated programs to improve flood protection measures, flash flooding is not. Flash floods are triggered by short, local thunderstorm cells with high precipitation intensities. Small catchments have short response times and flow paths and convective thunder cells may result in potential flooding of endangered settlements. Assessing local flooding and pathways of flood requires a detailed hydraulic simulation of the surface runoff. Hydrological models usually do not incorporate surface runoff at this detailedness but rather empirical equations are applied for runoff detention. In …
A Comparative Study Of Accuracy And Performance Between A Fully 2d Gpu Based And A 1d-2d Coupled Numerical Model In A Real River, Mario Morales-Hernández, Asier Lacasta, Javier Murillo, Pilar Brufau, Pilar García-Navarro
A Comparative Study Of Accuracy And Performance Between A Fully 2d Gpu Based And A 1d-2d Coupled Numerical Model In A Real River, Mario Morales-Hernández, Asier Lacasta, Javier Murillo, Pilar Brufau, Pilar García-Navarro
International Conference on Hydroinformatics
Hydraulic simulation is becoming a very widely used tool to provide information about the duration, the extension and the magnitude of a flooding episode. In the last decade, the advances in the numerical schemes, connected to the evolution experimented in the power of computers have allowed to aim for maximum accuracy in the results instead of working with simplified models. In particular, two main implementations have been extensively developed in the recent years: 1D-2D coupled numerical models and fully 2D models under GPU technologies. These strategies allow to simulate a wide range of applications over large domains and time scale …
Modelling Of Thermal Energy Balance In Sewer Systems, Jan Hofman, Martin Bloemendal, Bas Wols, Claudia Agudelo-Vera, Jorge Elias Maxil, Pascal Boderie, Mark Nijman, Jan Peter Van Der Hoek
Modelling Of Thermal Energy Balance In Sewer Systems, Jan Hofman, Martin Bloemendal, Bas Wols, Claudia Agudelo-Vera, Jorge Elias Maxil, Pascal Boderie, Mark Nijman, Jan Peter Van Der Hoek
International Conference on Hydroinformatics
Warm water is an important factor in the water and energy nexus. The energy used to produce warm tap water is often 10 times higher than the operational energy to produce and distribute drinking water and to collect and treat wastewater together. Once used in a shower, bath or laundry machine, the hot water is disposed into the sewer system. For modern homes in The Netherlands this is 30-50 % of the total heat loss. Heat recovery from sewer systems may therefore be an interesting option to reduce water use related energy. In this study a model was developed to …
Parallel Numerical Modeling Of Two-Phase Flow Process In Porous Medium, Wenginq Wang, Björn Zehner, Norbert Boettcher, Uwe-Jens Goerke, Olaf Kolditz
Parallel Numerical Modeling Of Two-Phase Flow Process In Porous Medium, Wenginq Wang, Björn Zehner, Norbert Boettcher, Uwe-Jens Goerke, Olaf Kolditz
International Conference on Hydroinformatics
CO2 storage in geological formations is a promising technology under debate for reducing carbon dioxide emission into the atmosphere. Numerical simulation can help assessing the feasibility of this technology if real geological systems can be analyzed numerically. To this purpose, extremely high computational power is necessary to approach reality. In this work, a parallel computing technique is presented for the numerical simulation of two-phase flow processes in porous media for large scale applications of CO2 storage. The Galerkin finite element method is used to solve the initial boundary value problem arising from the underlying mathematical model. The PETSc package is …
Numerical Simulations And Laboratory Measurements In Hydraulic Jumps, Luis G. Castillo, José M. Carrillo, Juan T. García, Antonio Vigueras-Rodríguez
Numerical Simulations And Laboratory Measurements In Hydraulic Jumps, Luis G. Castillo, José M. Carrillo, Juan T. García, Antonio Vigueras-Rodríguez
International Conference on Hydroinformatics
Hydraulic jump is one of the most extended and effective mechanism for hydraulic energy dissipation. Usually, hydraulic jump characteristics have been studied through physical models. Nowadays, computational fluid dynamics (CFD) are an important tool that can help to analyze and to understand complex phenomena that involve high turbulence and air entrainment cases. Free and submerged hydraulic jumps with Froude numbers from 2.9 to 5.5 are studied in a rectangular channel downstream a sluice gate. Velocity measurements with different flow rates are carried out by using Acoustic Doppler Velocimeter (ADV) and Particle Image Velocimeter (PIV) instrumentations. In this paper, laboratory measurements …
Dynamic Condition Approach To Study The Self-Purification Capacity Of Colombian Water Bodies Case: Cauca River And Salvajina Dam, Alberto Galvis, Isabel Cristina Hurtado, Carlos Martínez-Cano, Juan Gabriel Urrego
Dynamic Condition Approach To Study The Self-Purification Capacity Of Colombian Water Bodies Case: Cauca River And Salvajina Dam, Alberto Galvis, Isabel Cristina Hurtado, Carlos Martínez-Cano, Juan Gabriel Urrego
International Conference on Hydroinformatics
The impact on water resources caused by municipal wastewater discharge has become a critical and ever-growing environmental and public health problem. In order to be able to efficiently address this problem, it is important to adopt an integrated approach that includes a decrease in and control of contamination at its source. These principles have been successfully applied in the industrial sector and now these concepts are also being applied to integrated water resources management. In this context the conceptual model of the Three Steps Strategic Approach (3-SSA) was developed, consisting of: 1) minimization and prevention, 2) treatment for reuse and …
Does Hyporheic Intensity Explain Spawning Site Selection?, Rohan Benjankar, Daniele Tonina, Jim Mckean, Daniel J. Isaak
Does Hyporheic Intensity Explain Spawning Site Selection?, Rohan Benjankar, Daniele Tonina, Jim Mckean, Daniel J. Isaak
International Conference on Hydroinformatics
Pool, riffle and runs are streambed features and important habitats for aquatic species. It is well-known that salmonid species utilize these streambed features as spawning site. Pools are characterized by deep water depth, low velocity and gentle water surface slope, whereas riffles are characterized by shallow depth, high velocity and steep slope. Past studies have used hydrodynamic model simulated hydraulic characteristics such as depth, velocity and shear stress to delineate these features. However, the magnitude of these hydraulic characteristics may vary significantly with the discharge and longitudinal slope of the stream. Additionally, these indexes still do not entirely explain the …