The document summarizes computational fluid dynamics (CFD) and its applications in modeling fluid flow in pipes and open channels. It discusses CFD methodology including preprocessing, discretization methods, turbulence models, two-phase flow modeling, and postprocessing. It also provides details about software used for modeling pipe flow (Pipe Flow Expert, PIPE-FLO Professional) and open channel flow (Flow Calc). The document serves to provide an overview of computational modeling of fluid mechanics applications.
Flood Mapping via HEC-RAS Model and ArcGISLengthong KIM
This research was taken place along the lower Mekong river reach part in Cambodia. The purpose of the study is to evaluate the HEC-RAS performance whether it eligible for Cambodia flood studies or not.
Numerical analysis for two phase flow distribution headers in heat exchangerseSAT Journals
Abstract A flow header having number of multiple small branch pipes are commonly used in heat exchangers and boilers. In beginning the headers were designed based on the assumption that the fluid distribute equally to all lateral pipes. In practical situation the flow is not uniform and equal in all lateral pipes. Mal distribution of flow in heat exchangers significantly affects their performance. Non-uniform flow distribution from header to the branch pipes in a flow system will lead to 25% decrease in effectiveness of a cross flow heat exchanger. Mal distribution of flow in the header is influenced by the geometric parameters and operating conditions of the header. In this work the flow distribution among the branch pipes of dividing flow header system is analyzed for two phase flow condition. In the two phase flow condition, the effect of change in geometric cross sectional shape of the header (circular, square), inlet flow velocities are varied to find the flow mal distribution through the lateral pipes are investigated with the use of Computational Fluid Dynamics software. Keywords: circular, square headers and Computational Fluid Dynamics software. (CFD)
Quick tutorial of how to conduct a bridge scour computation within HECRAS. Characteristics of stream stability fundamentals are also discussed. Abutment, pier, and contraction methodologies from HEC 18 are summarized. Tips to avoid common mistakes are provided. Helpful data sources to assist design are suggested.
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In this study, we modeled River Serio (Italy) for the assessment of Flood Risk using different modelling software. River Serio is an Italian river that flows across Lombardy region, crossing the provinces of Bergamo and Cremona. It is 125 Kms long and flows into Adda at Bocca di Serio south of Crema. Using software like HEC-RAS and River 2D to model the river section at ordinary and peak flows to analyse the possibilities of Flood. Using Analytical Calculations assessed Sediments carried away from Upstream to Downstream. By this analysis able to figure our the area going to be flooded and also the transport capacity of the sediments and the amount of sediments that can be carried by the flood water. Evaluated the Results and obtained some of the precautionary measures to protect the area from Flood. Analysis were made for one dimensional model for ordinary and peak discharge on steady model and Unsteady flow using 200 years hydro-graph. Also two dimensional analysis was made for steady flow at peak discharge. The results of both the models are compared to analyse the situation of the water profile and made related observations. Finally we calculated the sediments that gets transported in the river serio & the discharge by which the sediments gets transported. Looking at the entire scenario of different models and performing sensitive analysis to understand the pattern of the flood that can take place at different intensity levels.
Software Used: HEC-RAS for 1 Dimensional Modelling, River-2D for 2 Dimensional Modelling.
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) is a double blind peer reviewed International Journal that provides rapid publication (within a month) of articles in all areas of mechanical and civil engineering and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in mechanical and civil engineering. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
McCrometer V Cone Flowmeter Installation, Operations, MaintenaceFlow-Tech, Inc.
The McCrometer V-Cone® Flowmeter is a patented technology that accurately measures ow over a wide range of Reynolds numbers, under all kinds of conditions and for a variety of fluids. It operates on the same physical principle as other differential pressure-type flowmeters, using the theorem of conservation of energy in fluid flow through a pipe. The V-Cone’s remarkable performance characteristics, however, are the result of its unique design. It features a centrally-located cone inside the tube. The cone interacts with the fluid flow, reshaping the fluid’s velocity profile and creating a region of lower pressure immediately downstream of itself. The pressure difference, exhibited between the static line pressure and the low pressure created downstream of the cone, can be measured via two pressure sensing taps. One tap is placed slightly upstream of the cone, the other is located in the downstream face of the cone itself. The pressure difference can then be incorporated into a derivation of the Bernoulli equation to determine the fluid flow rate. The cone’s central position in the line optimizes the velocity profile of the flow at the point of measurement, assuring highly accurate, reliable flow measurement regardless of the condition of the flow upstream of the meter.
Hec ras flood modeling little river newburyportWilliam Mullen
This narrated PowerPoint presentation describes a HEC-RAS 2-D unsteady-flow flood model set up for the tidally-influenced Little River in Newburyport and Newbury, Massachusetts. It describes the steps in developing inputs to the HEC-RAS model including using HEC-HMS rainfall-runoff modeling and GIS in developing inputs to HEC-HMS. The HEC-RAS model was calibrated using the Mother's Day flood of May 2006. The HEC-RAS model may be used to evaluate impacts associated with proposed changes in culvert sizes or changing embankment elevations near or at problem flood areas and can also be used to determine the changes in river hydraulics associated with sea level rise and climate change.
REVIEW OF FLOW DISTRIBUTION NETWORK ANALYSIS FOR DISCHARGE SIDE OF CENTRIFUGA...ijiert bestjournal
A computational fluid dynamics (CFD) analysis has been conducted to find the pressure losses for dividing and combining fluid flow through a junction of discharge system. Simulations are performed for a range of flow ratios and equations are developed for pressure loss coefficients at junctions. A mathematical model based on s uccessive approximations then would be employed to estimate the pressure losses. The proposed CFD based strategy can be used for the analysis of all the three pipe branches of s ome diameter are selected along with equal length so that only the effect of bend angle can be st udied. The effect of bend angle,pipe diameter,pipe length,reynolds number on the resistan ce coefficient is studied. The software used is CATIA for modeling and ANSYS fluent for analysis purpose.
Basics of network analysis
Need of soft wares in design of water distribution network
Capabilities of soft wares
Different soft wares used in design of water distribution network
Flood Mapping via HEC-RAS Model and ArcGISLengthong KIM
This research was taken place along the lower Mekong river reach part in Cambodia. The purpose of the study is to evaluate the HEC-RAS performance whether it eligible for Cambodia flood studies or not.
Numerical analysis for two phase flow distribution headers in heat exchangerseSAT Journals
Abstract A flow header having number of multiple small branch pipes are commonly used in heat exchangers and boilers. In beginning the headers were designed based on the assumption that the fluid distribute equally to all lateral pipes. In practical situation the flow is not uniform and equal in all lateral pipes. Mal distribution of flow in heat exchangers significantly affects their performance. Non-uniform flow distribution from header to the branch pipes in a flow system will lead to 25% decrease in effectiveness of a cross flow heat exchanger. Mal distribution of flow in the header is influenced by the geometric parameters and operating conditions of the header. In this work the flow distribution among the branch pipes of dividing flow header system is analyzed for two phase flow condition. In the two phase flow condition, the effect of change in geometric cross sectional shape of the header (circular, square), inlet flow velocities are varied to find the flow mal distribution through the lateral pipes are investigated with the use of Computational Fluid Dynamics software. Keywords: circular, square headers and Computational Fluid Dynamics software. (CFD)
Quick tutorial of how to conduct a bridge scour computation within HECRAS. Characteristics of stream stability fundamentals are also discussed. Abutment, pier, and contraction methodologies from HEC 18 are summarized. Tips to avoid common mistakes are provided. Helpful data sources to assist design are suggested.
Flood Risk Analysis for River Serio, Italy by using HECRAS & River 2DArshia Mousavi
In this study, we modeled River Serio (Italy) for the assessment of Flood Risk using different modelling software. River Serio is an Italian river that flows across Lombardy region, crossing the provinces of Bergamo and Cremona. It is 125 Kms long and flows into Adda at Bocca di Serio south of Crema. Using software like HEC-RAS and River 2D to model the river section at ordinary and peak flows to analyse the possibilities of Flood. Using Analytical Calculations assessed Sediments carried away from Upstream to Downstream. By this analysis able to figure our the area going to be flooded and also the transport capacity of the sediments and the amount of sediments that can be carried by the flood water. Evaluated the Results and obtained some of the precautionary measures to protect the area from Flood. Analysis were made for one dimensional model for ordinary and peak discharge on steady model and Unsteady flow using 200 years hydro-graph. Also two dimensional analysis was made for steady flow at peak discharge. The results of both the models are compared to analyse the situation of the water profile and made related observations. Finally we calculated the sediments that gets transported in the river serio & the discharge by which the sediments gets transported. Looking at the entire scenario of different models and performing sensitive analysis to understand the pattern of the flood that can take place at different intensity levels.
Software Used: HEC-RAS for 1 Dimensional Modelling, River-2D for 2 Dimensional Modelling.
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) is a double blind peer reviewed International Journal that provides rapid publication (within a month) of articles in all areas of mechanical and civil engineering and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in mechanical and civil engineering. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
McCrometer V Cone Flowmeter Installation, Operations, MaintenaceFlow-Tech, Inc.
The McCrometer V-Cone® Flowmeter is a patented technology that accurately measures ow over a wide range of Reynolds numbers, under all kinds of conditions and for a variety of fluids. It operates on the same physical principle as other differential pressure-type flowmeters, using the theorem of conservation of energy in fluid flow through a pipe. The V-Cone’s remarkable performance characteristics, however, are the result of its unique design. It features a centrally-located cone inside the tube. The cone interacts with the fluid flow, reshaping the fluid’s velocity profile and creating a region of lower pressure immediately downstream of itself. The pressure difference, exhibited between the static line pressure and the low pressure created downstream of the cone, can be measured via two pressure sensing taps. One tap is placed slightly upstream of the cone, the other is located in the downstream face of the cone itself. The pressure difference can then be incorporated into a derivation of the Bernoulli equation to determine the fluid flow rate. The cone’s central position in the line optimizes the velocity profile of the flow at the point of measurement, assuring highly accurate, reliable flow measurement regardless of the condition of the flow upstream of the meter.
Hec ras flood modeling little river newburyportWilliam Mullen
This narrated PowerPoint presentation describes a HEC-RAS 2-D unsteady-flow flood model set up for the tidally-influenced Little River in Newburyport and Newbury, Massachusetts. It describes the steps in developing inputs to the HEC-RAS model including using HEC-HMS rainfall-runoff modeling and GIS in developing inputs to HEC-HMS. The HEC-RAS model was calibrated using the Mother's Day flood of May 2006. The HEC-RAS model may be used to evaluate impacts associated with proposed changes in culvert sizes or changing embankment elevations near or at problem flood areas and can also be used to determine the changes in river hydraulics associated with sea level rise and climate change.
REVIEW OF FLOW DISTRIBUTION NETWORK ANALYSIS FOR DISCHARGE SIDE OF CENTRIFUGA...ijiert bestjournal
A computational fluid dynamics (CFD) analysis has been conducted to find the pressure losses for dividing and combining fluid flow through a junction of discharge system. Simulations are performed for a range of flow ratios and equations are developed for pressure loss coefficients at junctions. A mathematical model based on s uccessive approximations then would be employed to estimate the pressure losses. The proposed CFD based strategy can be used for the analysis of all the three pipe branches of s ome diameter are selected along with equal length so that only the effect of bend angle can be st udied. The effect of bend angle,pipe diameter,pipe length,reynolds number on the resistan ce coefficient is studied. The software used is CATIA for modeling and ANSYS fluent for analysis purpose.
Basics of network analysis
Need of soft wares in design of water distribution network
Capabilities of soft wares
Different soft wares used in design of water distribution network
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It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
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Development of computer program for fluid flow in pipes and open channel
1. SARVAJANIK COLLEGE OF ENGINEERING & TECHNOLOGY
SURAT
CIVIL ENGINEERING DEPARTMENT
BACHELORS IN CIVIL ENGINEERING
Subject :- Applied Fluid mechanics
Subject Code :- 2160602
Topic :- Development of computer program for fluid flow in pipes and open channel
Submitted by :
140420106033- LAD JAY
140420106034- LAPSIWALA UMANG
140420106035-MANDANI NEVIL
140420106036- MEHTA VIRAG
(of B.E.III Civil-Sem VI)
Academic Year 2016-2017
PROF. KHUSHBU BERAWALA
PROF. SHIKHAASUKAR
FACULTY IN-CHARGE
PROF. PRATIMA PATEL
HOD,CED
2. CONTENT
1. Computational fluid dynamics
2. Methodology
3. Discretization methods
4. Turbulence models
5. Two-phase flow
6. Pipe flow
7. Software for computation of flowing fluid in pipe
8. Open channel flow
9. Software for computation of flowing fluid in pipe
10. Reference
3. 1.Computational fluid dynamics
• Computational fluid dynamics (CFD) is a branch of fluid mechanics that uses numerical
analysis and data structures to solve and analyze problems that involve fluid flows.
• Computers are used to perform the calculations required to simulate the interaction of liquids
and gases with surfaces defined by boundary conditions.
• With high-speed supercomputers, better solutions can be achieved.
• Ongoing research yields software that improves the accuracy and speed of complex simulation
scenarios such as transonic or turbulent flows.
• Initial experimental validation of such software is performed using a wind tunnel with the final
validation coming in full-scale testing, e.g. flight tests.
4. 2.Methodology
• In all of these approaches the same basic procedure is followed.
• During preprocessing
• The geometry and physical bounds of the problem can be defined using computer aided
design (CAD). From there, data can be suitably processed (cleaned-up) and the fluid volume
(or fluid domain) is extracted.
• The volume occupied by the fluid is divided into discrete cells (the mesh). The mesh may be
uniform or non-uniform, structured or unstructured, consisting of a combination of
hexahedral, tetrahedral, prismatic, pyramidal or polyhedral elements.
• The physical modeling is defined – for example, the equations of fluid motion + enthalpy +
radiation + species conservation
• Boundary conditions are defined. This involves specifying the fluid behavior and properties at
all bounding surfaces of the fluid domain. For transient problems, the initial conditions are
also defined.
• The simulation is started and the equations are solved iteratively as a steady-state or transient.
• Finally a postprocessor is used for the analysis and visualization of the resulting solution.
5. 3.Discretization methods
• The stability of the selected discretization is generally established numerically rather than
analytically as with simple linear problems. Special care must also be taken to ensure that the
discretization handles discontinuous solutions gracefully. The Euler equations and Navier–Stokes
equations both admit shocks, and contact surfaces.
• Some of the discretization methods being used are:
• Finite volume method
• Finite element method
• Finite difference method
• Spectral element method
• Boundary element method
• High-resolution discretization schemes
6. 4.Turbulence models
• In computational modeling of turbulent flows, one common objective is to obtain a model that
can predict quantities of interest, such as fluid velocity, for use in engineering designs of the
system being modeled.
• For turbulent flows, the range of length scales and complexity of phenomena involved in
turbulence make most modeling approaches prohibitively expensive; the resolution required to
resolve all scales involved in turbulence is beyond what is computationally possible.
• The primary approach in such cases is to create numerical models to approximate unresolved
phenomena. This section lists some commonly used computational models for turbulent flows.
• Reynolds-averaged Naiver–Stokes
• Boussinesq hypothesis
• Reynolds stress model (RSM)
• Large eddy simulation
7. • Detached eddy simulation
• Direct numerical simulation
• Coherent vortex simulation
• Probability density function (PDF) methods
• Vortex method
• Vorticity confinement method
• Linear eddy model
8. 5.Two-phase flow
• In fluid mechanics, two-phase flow is a flow of gas and liquid usually in a pipe.
• Two-phase flow is a particular example of multiphase flow.
• The modeling of two-phase flow is still under development.
9. 6.Pipe flow
• Pipe flow, a branch of hydraulics and fluid mechanics, is a type of liquid flow within a
closed conduit.
• Pipe flow, being confined within closed conduit, does not exert direct atmospheric pressure, but
does exert hydraulic pressure on the conduit.
• When a conduit or pipe is running full then it is called pipe flow.
10. Software for computation of flowing fluid in pipe
Pipe flow expert software
• Pipe Flow Expert software is designed to help today’s engineers to analyze and solve a wide range
of hydraulic problems where the flow rates, pressure losses and pumping requirements
throughout a pipe network must be determined.
• The Pipe Flow Expert software will allow you to easily draw out a pipeline system and analyze the
performance of the system
• Pipe Flow Expert calculates the balanced steady flow and pressure conditions of the system.
• The software will allow you to perform analysis of alternate systems under various operating
conditions.
12. Features
1. Flow rates for each pipe
2. Fluid velocities for each pipe
3. Reynolds numbers
4. Friction factors
5. Friction pressure losses
6. Fitting pressures losses
7. Component pressure losses
8. Pressures at each node
9. HGL (hydraulic grade line) values
10. Pump operating points
13. PIPE-FLO® Professional 15.2
• PIPE-FLO® products are the world’s leading fluid flow analysis and design modeling software
tools.
• They provide a common basis for operators, process and design engineers and management to
understand, communicate and document their fluid piping systems and processes.
• Equally applicable to process, support and distribution systems in commercial, industrial and
public facilities,
• PIPE-FLO® products are an invaluable tool for the design, commissioning, operation and
modification of fluid piping systems.
15. PIPE-FLO® Highlights:
• Calculate pressures, flow rates, choked flow, inlet and differential pressure on valves, total head.
• Model entire piping systems or design individual pipelines using the built-in drawing tools.
• Design new systems, plan expansions and manage startups, shutdowns and plant turnovers.
• Size pumps, pipes and control valves.
16. 8. Fluid Flow In Open channel
• Open-channel flow, a branch of hydraulics and fluid mechanics, is a type of liquid flow within a
conduit with a free surface, known as a channel.
• Open-channel flow has a free surface, whereas pipe flow does not.
• Computer programs for fluid flow in open channel is :-
Flow Calc Software
17. Flow Calc Software
• Flow Calc is a commercial ֲֲ computer software program designed to calculate common Open
Channel Flow hydraulic characteristics using only the methods of the Manning’s Equation for
regular and irregular channel geometries for steady uniform flow including circular and elliptical
pipes.
18. Features
• Flow Calc provides an easy to use interface that is streamlined and simplified for SI Units.
• Extensive efforts were undertaken to provide a single screen interface to provide the most
functionality for the design engineer.
• Effectively this allows the design engineer to monitor and correct channel geometries.
• Along with the data input controls for manual data entry, spin-controls are additionally provided
to facilitate design review dynamically.
• A graphical representation of the channel geometry
19. Reference
• https://eng-software.com
• Drela, Mark, "XFOIL: An Analysis and Design System for Low Reynolds Number Airfoils," in
Springer-Verlag Lecture Notes in Engineering, No. 54, 1989.
• Milne-Thomson, L.M. (1973). Theoretical Aerodynamics. Dover Publications.