modeling and simulation of urea dosing system - diva …833598/fulltext01.pdf · modeling and...
TRANSCRIPT
Master Thesis
May 2013
Modeling and Simulation of Urea Dosing System
Zaki Ahmed
Supervisors: Johan Wängdahl and Kurre Källkvist, Scania
Supervisor: Associate Professor Mattias Dahl, BTH
Examiner: Associate Professor Claes Jogrèus, BTH
School of Engineering
Blekinge Institute of Technology
SE – 371 79 Karlskrona
Sweden
Acknowledgment
Completion of this thesis was possible with the support of several people. I would like to express
my sincere gratitude to all of them.
I am extremely grateful to Malin Bard, Head of Engine Mechtronics, NESM department, for her
valuable guidance, inputs and consistent encouragement I received throughout the thesis work.
I am indebted to many people for making the time working on my thesis unforgettable
experience. I am deeply grateful to my industrial supervisors Johan Wängdahl and Kurre
Källkvist. To work with you has been a real pleasure to me, full of fun and excitement you have
responded to my questions and query so promptly, and have always been patient and
encouraging in times of new ideas.
Furthermore, I am very grateful to my university supervisor Associate Professor Mattias Dahl,
for insightful comments both in my work and in this thesis, for his support, and for many
motivating discussions. I would also like to express my deepest appreciation to Associate
Professor Claes Jogrèus for teaching me many skills that will help for my future career.
I take this time to express my gratitude to the Scania’s library staff Iréne Wahlqvist, Anne-Maria
Andersson for their prompt services.
In addition, I have been very privileged to get to know and have discussions with many great
people at the NESM department. I learned a lot from you, practical information about Scania
Jörgen Mårdberg has been a pleasure to work with. Your technical depth and attention to model
detail, which I experienced during our meetings at the NMTP department. Thank you for
teaching me so much about GT Suite software. I have greatly enjoyed the opportunity to learn
from you.
Abstract
To protect our health and environment from pollution, among others regulatory agencies in the
European Union (EU) and legislation from the U.S. Environmental Protection Agency (EPA) has
required that pollutants produced by diesel engines - such as nitrogen oxides (NOx),
hydrocarbons (HC) and particulate matter (PM) - be reduced.
The key emission reduction and control technologies available for NOx control on Diesel
engines are combination of Exhaust Gas Recirculation (EGR) and Selective Catalytic Reduction
(SCR).
SCR addresses emission reduction through the use of Diesel Exhuast Fluid (DEF), which has a
trade-name AdBlue. Which is 32.5% high purity urea and 67.5% deionized water, Adblue in the
hot exhaust gas decomposes into ammonia (NH3) which then reacts with surface of the catalyst
to produce harmless nitrogen(N2) and water (H20).
Highest NOx conversion ratios while avoiding ammonia slip is achieved by Efficient SCR and
accurate Urea Dosing System it’s therefore critical we model and simulate the UDS in order to
analyze and gain holistic understanding of the UDS dynamic behavior.
The process of Modeling and Simulating of Urea Dosing System is a result of a compromise
between two opposing trends. Firstly, one needs to use as much mathematical models as it takes
to correctly describe the fundamental principles of fluid dynamics such as, (1) mass is conserved
(2), Newton’s second law and (3) energy is conserved, secondly the model needs to be as simple
as possible, in order to express a simple and useful picture of real systems.
Numerical model for the simulation of Urea Dosing System is implemented in GT Suite®
environment, it is complete UDS Model (Hydraulic circuit and Dosing Unit) and it stands out
for its ease of use and simulation fastness, The UDS model has been developed and validated
using as reference Hilite Airless Dosing System at the ATC Lab, results provided by the model
allow to analyze the UDS pump operation, as well the complete system, showing the trend of
some important parameters which are difficult to measure such as viscosity, density, Reynolds
number and giving plenty of useful information to understand the influence of the main design
parameters of the pump, such as volumetric efficiency, speed and flow relations.
Table of Contents
1 Introduction .............................................................................................................................1
1.1 Background ........................................................................................................................1
1.1.1 Exhaust after-treatment system ..............................................................................2
1.1.2 Urea dosing system ................................................................................................3
1.2 Purpose ...............................................................................................................................4
1.3 Delimitation .......................................................................................................................4
1.4 Method ...............................................................................................................................4
2 Theory ......................................................................................................................................5
2.1 Modeling of the flow ........................................................................................................5
2.2 The continuum hypothesis .................................................................................................5
2.3 Conservation of mass .........................................................................................................5
2.3.1 Continuity equation .................................................................................................5
2.3.2 The material derivative ...........................................................................................7
2.4 Conservation of moment ...................................................................................................9
2.4.1 Constitutive relations ............................................................................................10
2.4.2 Navier-stokes equations ........................................................................................11
2.5 Poiseuille flow .................................................................................................................12
2.5.1 Hagen-poiseuille law ............................................................................................12
2.6 Euler’s equations ..............................................................................................................13
2.7 Bernoulli's equation .........................................................................................................14
2.8 Reynolds number .............................................................................................................14
2.8.1 Significance of Reynolds number ..........................................................................16
3 Model development ...............................................................................................................17
3.1 Model calibration .............................................................................................................17
3.1.1 Hydraulic circuit model calibration .....................................................................17
3.1.2 Hydraulic circuit model simplification ................................................................17
3.2 Gt-suite model of hydraulic circuit ..................................................................................18
3.2.1 Positive displacement pump model .....................................................................18
3.2.2 Motor model.........................................................................................................19
3.2.3 Pipes and hoses model .........................................................................................19
3.2.4 Filters and return restriction pipe model ..............................................................19
3.2.5 Exhaust pipe ambient model ................................................................................20
3.2.6 Urea dosing system volume model ......................................................................20
3.3 Dosing unit model calibration ..........................................................................................21
3.3.1 Dosing unit model simplification.........................................................................21
3.4 Gt-suite model of dosing unit ..........................................................................................22
4 Model validation ....................................................................................................................25
4.1 Complete urea dosing model ...........................................................................................25
4.1.1 Pump speed ..........................................................................................................26
4.1.2 Requested adblue injection ..................................................................................27
4.2 Pump pressure validation .................................................................................................27
4.2 Flow rate validation ...................................................................................................................... 28
4.3 Dosing unit mass flow rate validation .............................................................................30
4.4 Line pressure validation ...................................................................................................31
5 Results and discussions .........................................................................................................32
5.1 System parameter analysis ...............................................................................................32
5.1.1 Volumetric efficiency ..........................................................................................32
5.1.2 Return restriction pipe diameter variation ...........................................................33
5.1.3 Flow rate as function of speed .............................................................................34
5.1.4 Effects of the pipe diameter on the flow pattern ..................................................35
5.1.5 Adblue density .....................................................................................................36
5.1.6 Adblue viscosity...................................................................................................37
5.1.6.1 Types of viscosity .................................................................................37
5.1 Conclusions ..............................................................................................................39
5.2 Future work ..............................................................................................................40
References ...............................................................................................................................41
SUPPLAMENTRY
Appendix [A, B, C, D, E, F, G]
Acronyms
The following Abbreviations will be used in this thesis:
ASC Ammonium Slip Catalyst
DEF Diesel Exhaust Fluid
DOC Diesel Oxidation Catalyst
DPF Diesel Particulate Filter
EEC Exhaust Emmission Controller
EGR Exhaust Gas Recirculation
EMS Engine Management System
EU European Union
EPA Environmental Protection Agency
GT Gamma Technologies
H2O Water
HC Hydrocarbons
ISO International Organization for Standardization
N2 Nitrogen
NH3 Ammonia
NOx Nitrogen Oxides
PM Particulate Matter
PWM Pulse Width Modulation
RPM Revolution Per Minute
SCR Selective Catalytic Reduction
UDC Urea Dosing System
VGT Variable Geometry Turbocharger
XPI Xtra Pressure Injection
NS Navier Stokes
Re Reynolds number
RHS Right Hand Side
VE Volumetric Efficiency
Nomenclature
m Mass flow rate
m Mass
A Cross sectional area
Cd Discharge coefficient
D Diameter
F Force
g Gravity
L Length of pipe
P Pressure
Q Volumetric flow rate
r Radial distance from the centre of pipe
S Surface of control volume or pump stroke
T Temperature
t Time
𝑢𝑚𝑎𝑥 Maximum velocity
u, v, w Cartesian components of velocity
W Pump power
V Volume or velocity
x, y, z Cartesian coordinates
z Height
1
1 Introduction
1.1 Background
The modern Diesel engine is one of the most versatile power sources available for mobile
applications. The high fuel economy and torque of the Diesel engine has long resulted in global
application for heavy-duty applications [1].
However, the demand for Diesel vehicles can only be realized if their exhaust emissions meet the
increasingly stringent emissions standards being introduced around the world, below is chart
showing progression of European emission standards [2].
Figure 1: Euro emission standards [3]
2
1.1.1 Exhaust after-treatment system
Achieving future emissions legislation is a challenge for all engine manufacturers, in order to
comply with emission standards engine manufacturers use different technologies and techniques,
Selective catalytic reduction (SCR) is a well-established technique to reduce NOx emissions
from diesel engines. For stationary applications ammonia can be used as a reductant. For mobile
applications the ammonia is generated from an aqueous urea solution, AdBlue, Compared to
other technologies, such as exhaust gas recirculation (EGR) and NOx-adsorbers, SCR has shown
to better fuel economy since a more advanced timing of the diesel injection can be used. It is
often combined with other technologies to meet specifications on both NOx and PM [4]. Scania
uses a combination of different technologies as shown in figure 2.
The upstream NOx sensor, diesel oxidation catalyst (DOC), full-flow diesel particulate filter
(DPF), AdBlue mixer, twin parallel SCR catalysts, ammonium slip catalyst (ASC) and
downstream NOx sensor are all integrated in the compact silencer unit. The temperature (°C) is
measured all the way up to the catalysts, and the pressure drop (ΔP) across the DPF is monitored
to assess the status of the filter [3].
Figure 2: Scania’s Euro 6 Aftertreatment system [3]
3
1.1.2 Urea Dosing System
The UDS is a critical sub-system in Urea-SCR reduction system, it is important to explain
system functionality before we start modeling and simulating of the UDS. In this section we will
explain Scania’s Airless Dosing System shown below.
Figure 3: Scania’s Urea Dosing System [5]
The supply unit sucks the urea water solution form the tank, pressurizes and filters it and delivers
it to the dosing unit. By adapting the motor speed, the pump regulates the system pressure to a
constant value of approximately 9-10 bar [6].
The dosing unit gathers the current state of the system doses the required amount of urea and
sprays it into the exhaust gas stream [6].
4
1.2 Purpose
The Goal of this thesis is to implement following three steps:
1.2.1 Modeling and Simulation: we will show simplified representation of UDS to
promote understanding of the real system, then we will execute model over time and will
observe system behavior by focusing on the following parameters:
Parameters of interest are:
• Line Pressure of 9-10 bar
• Flow rate when no injection 150g/min
• Dosing Unit mass flow rate 50g/min
1.2.2 Verification: we will make sure that step 1.2.1 is implemented accurately and
specifications that the model was designed to is achieved (e.g. right flow, pressure, and
dosing unit mass flow rate)
1.2.3 Validation: we will see the degree to which our model is an accurate representation
of the real UDS from the perspective of the practical application of the model
1.3 Delimitation
In This thesis we will model, simulate, verify and validate Urea Dosing System, the model will
be validated with real system data, we will also analyze dynamics of selected parameters, the
model validation will be limited to with one data set where Adblue injection is 50g/minute.
1.4 Method
We will start with basic physical principles of fluid motion such as conservation of mass, and
conservation of moment, we will present incompressible Navier Stokes partial differential
equations which link to the problem.
We will derive some simple yet effective mathematical models for circular cross section hoses
Hagen-Poiseuille Law, and well known Euler’s and Bernoulli equation, we will use GT suite
v7.3.0 , GT suite provides solution to the Navier Stokes equations we mentioned above (such as
conservation of mass momentum and energy ) [7] finally will analyze some selected parameters
of interest.
5
2 Theory
2.1 Modeling of the Flow
The fundamental governing equations of fluid dynamics is to find the velocity field describing
the flow in a given domain [8] This section of the thesis we will discuss mathematical equations
of the three basic equations of fluid flow, which all fluid dynamics is based [9].
Conversation of Mass
Conservation of Momentum
Conservation of Energy
These fundamental flow principles can be expressed in terms of mathematical equations mainly
these equations are partial differential equations [9] in this thesis we will not cover conservation
of energy as this is beyond scope of the thesis.
2.2 The continuum hypothesis
In simple terms this says that when dealing with fluids we can ignore the fact that fluid consists
of microscopic individual molecules or atoms, and instead we treat the properties of that region
as if it were a continuum [10] by applying to this assumption we may treat any fluid property as
varying continuously from one point to the next within the fluid; this hypothesis leads us to study
of fluid dynamics at macroscopic scale [10][8].
2.3 Conservation of mass
We use the term Conserved which means constant or unchanged. We can therefore say that mass
neither is created nor destroyed.
2.3.1 Continuity equation
One of the main principles used in the analysis of uniform flow is known as the Continuity of
Flow. This principle is mathematically derived from the fact that regardless of the pipeline
complexity or direction of flow mass is conserved in fluid systems
We consider V bounded by a surface S fixed in space. This mass inside it is given by 𝜌𝑉
𝑑𝑉
6
Figure 4: Finite control fixed in space [9]
We can say that rate of decrease of mass in
𝑉 = −𝑑
𝑑𝑡 𝜌𝑉
𝑑𝑉 = − 𝜌𝑉
𝜕𝜌
𝜕𝑡𝑑𝑉 (1)
The rate of external mass flux across any small element dS of S is ρ v ・ dS where the
magnitude of dS is equal to the element’s area and we take dS along the outward normal. By
integrating over the complete surface we have [8] rate of mass flux out of
𝑉 = 𝜌𝐯. 𝑑𝑆 =
𝑆
𝛻・(
𝑉
𝜌𝐯)𝑑 (2)
By applying Green’s formula to convert to a volume integral [8]. The integrand 𝜵・ 𝝆𝒗 on the
RHS is can be expressed in Cartesian coordinates x = 𝑥, 𝑦, 𝑧 , and v =(𝑢, 𝑣, 𝑤) as
𝛻・ 𝜌𝑣 =𝜕 𝜌𝑢
𝜕𝑥+
𝜕 𝜌𝑣
𝜕𝑦+
𝜕 𝜌𝑤
𝜕𝑧 (3)
Equation 3 was written in the Cartesian coordinates system, Cartesian coordinates have fewest
numbers of terms and these coordinates are compact compared to the other coordinate systems,
for simplicity in this thesis we will only use Cartesian coordinate system.
7
Figure 5: Mass entering and leaving an element [8]
For mass to be conserved everywhere, Equations 1 and 2 must be equal for any volume V and so
we obtain the continuity equation [8].
𝜕𝜌
𝜕𝑡+ 𝛻・ 𝜌𝐯 = 0 (4)
Equation 4 is the local form of the continuity equation different forms of the continuity equation
can be found [9][11].
2.3.2 The material derivative
The total rate of change D/DT is called material derivative also substantial or particle derivative
where 𝐷
𝐷𝑡≡
𝜕
𝜕𝑥+ 𝑽 ∙ 𝛁. This defines the material (or substantive) derivative, if we say
𝜕𝑓
𝜕𝑡 we
might be interested the rate of change of f at particular point that is fixed in space or we might be
interested the rate change of f in a given element of fluid as it moves along trajectory where x =
x(t) [8].
8
𝐷𝑓
𝐷𝑡 =
𝑑
𝑑𝑥𝑓 𝑥 𝑡 , 𝑦 𝑡 , 𝑧 𝑡 , 𝑡
= 𝜕𝑓
𝜕𝑡+
𝑑𝑥
𝑑𝑡
𝜕𝑓
𝜕𝑥+
𝑑𝑦
𝑑𝑡
𝜕𝑓
𝜕𝑦+
𝑑𝑧
𝑑𝑡
𝜕𝑓
𝜕𝑧
= 𝜕𝑓
𝜕𝑡+ 𝑢
𝜕𝑓
𝜕𝑥+ 𝑣
𝜕𝑓
𝜕𝑦+ 𝑤
𝜕𝑓
𝜕𝑧
= 𝜕𝑓
𝜕𝑡+ 𝐯・∇𝑓 (5)
We can interpret equation 5 that any given element can suffer changes in f (v ・ ∇ f) as it moves
from one place to other. Where 𝜕𝑓
𝜕𝑡= 0 [8] we therefore obtain the continuity equation
𝐷𝜌
𝐷𝑡+ 𝜌∇. v = 0 (6)
Which also can be rewritten in the form of
𝜕𝜌
𝜕𝑡+ 𝐯 ∙ ∇𝜌 + 𝜌∇ ∙ 𝐯 =
𝜕𝜌
𝜕𝑡+ ∇ ∙ 𝜌𝐯 = 0 (7)
For simplicity we neglect the compressibility of fluid by saying that ρ = constant, independent
of space and time, Thus, the continuity equation for incompressible flow is
∇ ∙ 𝐯 = 0 (8)
Which can be written in Cartesian coordinate system
𝜕𝑢
𝜕𝑥+
𝜕𝑣
𝜕𝑦+
𝜕𝑤
𝜕𝑧= 0 (9)
Equation 9 is the continuity equation for incompressible flow whether the flow is steady or
unsteady.
9
2.4 Conservation of moment To model the flow we apply Newton’s second law, which states that the rate of change of change
of momentum of a body is equal to the net force acting on it [13] where m is the mass, V is
velocity, and F is sum of the forces acting on it
𝑑
𝑑𝑥 𝑚𝑽 = 𝑭 (10)
For a fluid element of unit volume within a flow, left side of the above equation is by the
material derivative [13]
𝜌 𝐷
𝐷𝑡𝑉 = 𝜌
𝜕
𝜕𝑥 𝑽 + 𝑽 ∙ ∇ 𝑽 (11)
Where V is the velocity of the flow, 𝜌 is the fluid density, ∇ del operator
We can write this in the Cartesian coordinates
𝜌 𝐷𝑢
𝐷𝑡 = 𝜌
𝜕𝑢
𝜕𝑡 + 𝑢
𝜕𝑢
𝜕𝑥+ 𝑣
𝜕𝑢
𝜕𝑦+ 𝑤
𝜕𝑢
𝜕𝑧
𝜌 𝐷𝑣
𝐷𝑡 = 𝜌
𝜕𝑣
𝜕𝑡 + 𝑢
𝜕𝑣
𝜕𝑥+ 𝑣
𝜕𝑣
𝜕𝑦+ 𝑤
𝜕𝑣
𝜕𝑧 (12)
𝜌 𝐷𝑤
𝐷𝑡 = 𝜌
𝜕𝑤
𝜕𝑡 + 𝑢
𝜕𝑤
𝜕𝑥+ 𝑣
𝜕𝑤
𝜕𝑦+ 𝑤
𝜕𝑤
𝜕𝑧
There are two forces acting on the fluid element namely, body forces and surface forces:
Body forces. they act directly on volumetric mass for the fluid element, such gravity
[13][9]
Surface forces. which are pressure and friction forces [13]
The Newton’s second law can be written for a fluid element of unit volume [13]
10
𝑀𝑜𝑚𝑒𝑛𝑡𝑢𝑚, 𝑥: 𝜌 𝐷𝑢
𝐷𝑡= 𝜌𝑔𝑥 +
𝜕𝜏𝑥𝑥
𝜕𝑥+
𝜕𝜏𝑦𝑥
𝜕𝑦+
𝜕𝜏𝑧𝑥
𝜕𝑧
𝑀𝑜𝑚𝑒𝑛𝑡𝑢𝑚, 𝑦: 𝜌 𝐷𝑣
𝐷𝑡= 𝜌𝑔𝑦 +
𝜕𝜏𝑥𝑦
𝜕𝑥+
𝜕𝜏𝑦𝑦
𝜕𝑦+
𝜕𝜏𝑧𝑦
𝜕𝑧 (13)
𝑀𝑜𝑚𝑒𝑛𝑡𝑢𝑚, 𝑧: 𝜌 𝐷𝑤
𝐷𝑡= 𝜌𝑔𝑧 +
𝜕𝜏𝑥𝑧
𝜕𝑥+
𝜕𝜏𝑦𝑧
𝜕𝑦+
𝜕𝜏𝑧𝑧
𝜕𝑧
If the following is not true any small fluid will lead to infinite angular acceleration[8]
𝜏𝑥𝑦=𝜏𝑦𝑥 , 𝜏𝑧𝑥=𝜏𝑥𝑧 , 𝜏𝑦𝑧=𝜏𝑧𝑦 (14)
Detailed discussions about the shear and normal stress can be found [9][11][13][14]
𝝉ij is the force per unit area in the i direction across a plane with normal in the j direction[8]
normal stress is denoted by 𝝉𝒙𝒙 and shear stress is denoted by 𝝉𝒙𝒚 [9].
2.4.1 Constitutive relations
The surface stresses [𝝉𝒊𝒋] on any element arise from a combination of pressure p and viscous
friction, as shown by the constitutive relations [8].
𝜏𝑥𝑥 = − 𝑝 + 𝜆𝛻 ∙ 𝑉 + 2𝜇𝜕𝑢
𝜕𝑥, 𝜏𝑥𝑦 = 𝜇
𝜕𝑢
𝜕𝑦+
𝜕𝑣
𝜕𝑥 (15)
𝜏𝑦𝑦 = − 𝑝 + 𝜆𝛻 ∙ 𝑉 + 2𝜇𝜕𝑣
𝜕𝑦, 𝜏𝑦𝑧 = 𝜇
𝜕𝑣
𝜕𝑧+
𝜕𝑤
𝜕𝑦 (16)
𝜏𝑧𝑧 = − 𝑝 + 𝜆𝛻 ∙ 𝑉 + 2𝜇𝜕𝑤
𝜕𝑧, 𝜏𝑥𝑧 = 𝜇
𝜕𝑢
𝜕𝑧+
𝜕𝑤
𝜕𝑥 (17)
Where 𝝁 is the coefficient of dynamic viscosity and 𝝀 is a coefficient of bulk viscosity, in these
equations relationship between stress and velocity is linear and isotropic.
11
2.4.2 Navier-Stokes equations
Relationship between pressure, density, velocity and temperature of a fluid flow is well
expressed by the Navier-Stokes equations, these equations are extension of Euler’s equations and
cover flow viscosity, theses equations are partial differential equations and are very difficult to
solve analytically, here we will discuss incompressible flow where we already know that
constant density will lead us to Equation 9 where 𝛁 ∙ 𝑽 = 𝟎, incompressible fluid model will be
quite accurate approximation where the velocity is much smaller than speed.
Kronecker’s delta cases 𝛿𝑖𝑗 = 1 𝑖𝑓 𝑖 = 𝑗0 𝑖𝑓 𝑖 ≠ 𝑗
Constitutive relations becomes
𝜏𝑖𝑗 = − 𝑝 𝛿𝑖𝑗 + 𝜇 𝜕𝑢𝑖
𝜕𝑥𝑗+
𝜕𝑢𝑗
𝜕𝑥𝑗 (18)
To get into the Navier-Stokes equations we have to make some assumptions such as,
incompressible flow 𝛁 ∙ 𝑽 = 𝟎, constantant density 𝜌, and constant viscosity 𝜇 and this will lead
us to the incompressible Navier-Stokes equations, detailed disucssions of the Naveir-Stokes
equations can be found [9] and [11] Continuity equation is
0 =𝜕𝑢
𝜕𝑥+
𝜕𝑣
𝜕𝑦+
𝜕𝑤
𝜕𝑧
𝑀𝑜𝑚𝑒𝑛𝑡𝑢𝑚, 𝑥: 𝜌 𝐷𝑢
𝐷𝑡= 𝜌𝑔𝑥 −
𝜕𝑝
𝜕𝑥+ 𝜇
𝜕2𝑢
𝜕𝑥2 +
𝜕2𝑢
𝜕𝑦2+ 𝜕
2𝑢
𝜕𝑧2
𝑀𝑜𝑚𝑒𝑛𝑡𝑢𝑚, 𝑦: 𝜌 𝐷𝑣
𝐷𝑡= 𝜌𝑔𝑦 −
𝜕𝑝
𝜕𝑦+ 𝜇
𝜕2𝑣
𝜕𝑥2 +
𝜕2𝑣
𝜕𝑦2+ 𝜕
2𝑣
𝜕𝑧2
𝑀𝑜𝑚𝑒𝑛𝑡𝑢𝑚, 𝑧: 𝜌 𝐷𝑤
𝐷𝑡= 𝜌𝑔𝑧 −
𝜕𝑝
𝜕𝑧+ 𝜇
𝜕2𝑤
𝜕𝑥2 +
𝜕2𝑤
𝜕𝑦2+ 𝜕
2𝑤
𝜕𝑧2 (19)
Writing both continuity and momentum equation in the short form:
12
Continuity: ∇ ∙ 𝑉 = 0 (20)
𝑀𝑜𝑚𝑒𝑛𝑡𝑢𝑚: 𝜌 𝐷𝑉
𝐷𝑡= 𝜌𝑔 − ∇𝑝 + 𝜇∆V (21)
In this section, we have seen the basic governing equations incompressible fluid flow, to derive
Euler’s equations later, will show flow fields that are time-independent and two dimensional in
Cartesian coordinates (x, y) , as shown here
Continuity
𝜕𝑢
𝜕𝑥+
𝜕𝑣
𝜕𝑦 = 0 (22)
Momentum
𝜌 𝑢𝜕𝑢
𝜕𝑥+ 𝑣
𝜕𝑢
𝜕𝑦 = −
𝜕𝑃
𝜕𝑥+ 𝜇
𝜕2𝑢
𝜕𝑥2 + 𝜕
2𝑢
𝜕𝑦2 (23)
𝜌 𝑢𝜕𝑣
𝜕𝑥+ 𝑣
𝜕𝑣
𝜕𝑦 = −
𝜕𝑃
𝜕𝑦+ 𝜇
𝜕2𝑣
𝜕𝑥2 + 𝜕
2𝑣
𝜕𝑦2 (24)
2.5 Poiseuille Flow
Since Urea Dosing System has pressure-driven flow in circular cross section hoses it is important
to have mathematical model that can express the relationship between the pressure gradient in
the hose, flow rate in the hose, diameter of the hose, length of the hose and viscosity of the
liquid, the model which describes all these relations is called Hagen-Poiseille model which will
be derived here with some assumptions.
2.5.1 Hagen-Poiseuille Law
To derive Hagen-Poiseuille equation we will make some assumptions as:
Laminar flow
Constant viscosity
Straight pipe
𝑝1 − 𝑝2 =8𝜇𝑉
𝑟02 𝐿 =
32𝜇𝑉
𝐷2𝐿 (25)
Derivation of the above equation is available on appendix D
13
All disciplines of engineering are based on sets of fundamental laws or relations, Eelectrical
engineering relies on Kirchhoff’s laws, mechanical engineering on Newton’s law,
electromagnetic on Faraday’s and Lenz law, fluid on continuity and Bernoulli’s law, these laws
are to predict behavior of system [15], alternatively one can use model by analogy in order to
model the UDS pump and hydraulic hoses this research has been by done [16][17][18] and
supplementary reading can be found [19][20]
2.6 Euler’s Equations
The following is two- dimensional and time-independent equations
𝑀𝑜𝑚𝑒𝑛𝑡𝑢𝑚 ∶ 𝜌 𝑢𝜕𝑢
𝜕𝑥+ 𝑣
𝜕𝑢
𝜕𝑦 = −
𝜕𝑃
𝜕𝑥+ 𝜇
𝜕2𝑢
𝜕𝑥2 + 𝜕
2𝑢
𝜕𝑦2
Neglecting the viscosity of the fluid by making 𝜇 = 0, we will get the Euler equations of two-
dimensional
𝑀𝑜𝑚𝑒𝑛𝑡𝑢𝑚 𝑥 ∶ −1
𝑝
𝜕𝑝
𝜕𝑥= 𝑢
𝜕𝑢
𝜕𝑥+ 𝑤
𝜕𝑢
𝜕𝑧 (26)
𝑀𝑜𝑚𝑒𝑛𝑡𝑢𝑚 𝑧 ∶ −1
𝑝
𝜕𝑝
𝜕𝑧= 𝑢
𝜕𝑤
𝜕𝑥+ 𝑤
𝜕𝑤
𝜕𝑧 + 𝑔 (27)
And two-dimensional continuity equation is
𝜕𝑢
𝜕𝑥+
𝜕𝑤
𝜕𝑧= 0 ( 28)
The Euler equations are simultaneous partial differential equations that are basic to the solution
of two-dimensional flow field problems[21]; solution of these equations yields p, u and w as
functions of x and z, we can predict the pressure and velocity at any point in the flow field [21].
Further explanations is available at Atil’s lecture notes [21][23].
As we have seen above Euler equations neglect the viscosity of the fluid which were included in
the incompressible Navier-Stokes equations, solution of Euler equations is therefore only
approximations to real fluids problems, might be a good model for the thin airfoil, other
problems Euler equations do not model the problem accurately [22].
14
2.7 Bernouli’s Equation
Bernoulli’s equation will be derived by Integrating Euler equations for constant 𝑑𝑒𝑛𝑠𝑖𝑡𝑦 𝜌 23 derivation of the Bernouli equation is shown at appendix E.
By assuming steady-state, incompressible (constant density), in viscid, laminar flow in a
horizontal pipe (no change in height) with negligible frictional losses, Bernoulli's equation
reduces to an equation relating the conservation of energy between two points on the same
streamline, influence of the heights in Bernoulli’s equation is negligible[21].
Bernoulli equation assumptions might have plenty of assumptions, however these equations give
great insight about relations between pressure, velocity and elevation
𝑉1
2
2𝑔+
𝑝1
𝛾+ 𝑧1 =
𝑉22
2𝑔+
𝑝2
𝛾+ 𝑧2 (29)
𝑉𝑒𝑙𝑜𝑐𝑖𝑡𝑦 𝑒𝑎𝑑 ∶ 𝑉1
2
2𝑔
𝑃𝑟𝑒𝑠𝑠𝑢𝑟𝑒 𝑒𝑎𝑑 ∶ 𝑝1
𝛾
𝑒𝑙𝑒𝑣𝑎𝑡𝑖𝑜𝑛 𝑒𝑎𝑑 ∶ 𝑧
Potential energy of fluid is .
𝛾 = 𝜌𝑔
2.8 Reynolds number
By using incompressible Navier-Stokes equations we can derive Reynolds number
𝑀𝑜𝑚𝑒𝑛𝑡𝑢𝑚: 𝜌 𝐷𝑉
𝐷𝑡= 𝐹 − ∇𝑝 + 𝜇∆V
15
To make the above equation non-dimensional equation, we will multiply by the factor 𝐷
𝜌𝑉2 v is
the mean velocity, D is the diameter, and 𝝆 fluid density [24][31]
If we now set:
𝑣 ′ = 𝑣
𝑉 , 𝑝′ = 𝑝
1
𝜌𝑉2 , 𝑓 ′ = 𝑓
𝐷
𝜌𝑉2 ,
𝜕
𝜕𝑡′=
𝐷
𝑉
𝜕
𝜕𝑡 , ∇′= 𝐷∇
We can rewrite the Navier-Stokes equation without dimensions
𝐷𝑉 ′
𝐷𝑡′= 𝑓 ′ − ∇′𝑝′ +
𝜇
𝜌𝐷𝑉 ∆′V′
To make it easy we omit the primes
𝐷𝑉
𝐷𝑡= 𝑓 − ∇𝑝 +
1
𝑅𝑒 ∆V
Where
𝜇
𝜌𝐷𝑉=
1
𝑅𝑒
𝑅𝑒 =𝜌𝐷𝑉
𝜇=
𝐼𝑛𝑒𝑟𝑡𝑖𝑎𝑙 𝑓𝑜𝑟𝑐𝑒
𝑉𝑖𝑠𝑐𝑜𝑢𝑠 𝑓𝑜𝑟𝑐𝑒
If 𝑅 → ∞ the viscous terms vanish
Flow in circular pipe
𝑅𝑒 =𝜌𝐷𝑉
𝜇=
𝐷𝑉
𝑣 (30)
Where Re is called Reynolds number, ρ is the fluid density, V is the fluid velocity, D is the pipe
diameter, µ is the fluid dynamic viscosity and ν is the of the fluid kinematic viscosity [24]
16
2.8.1 Significance of Reynolds’s Number
Re less than 2000 indicates that flow is laminar. If Re is between 2000 and 4000, it shows a
transitional flow and Re greater than 4000 indicates turbulent flow
As shown above Reynolds number gives the ratio between inertial forces and viscous forces in
other words we can estimate which forces are dominant, whether we have laminar, translational
or turbulent.
Until now we have completed the mathematical representation of the fluid model, The Navier-
Stokes equations consists of a time-dependent continuity equation for conservation of mass,
three time-dependent conservation of momentum equations and a time-dependent conservation
of energy equation.
There are four independent variables in the problem, the x, y, and z spatial coordinates of some
domain, and the time t. There are six dependent variables; the pressure p, density r, and
temperature T (which is contained in the energy equation) and three components of the velocity
vector; the v component is in the x direction, the v component is in the y direction, and the w
component is in the z direction, All of the dependent variables are functions of all four
independent variables. The differential equations are therefore partial differential equations and
not the ordinary differential equations [22] We can say that analytical solutions of the Navier-
Stokes equations is not possible.[19].
17
3 Model Development
3.1 Model calibration
In the Model development section we will implement first and second step of the goal statement,
to make the model calibration easier the systems has been dived into the following section:
Hydraulic circuit (Supply unit)
Dosing unit
3.1.1 Hydraulic circuit model calibration Hydraulic circuit consists of a suction hose, two filters to remove dirt particles from the Adblue
liquid, Dc motor, positive displacement pump, and pressure relieve valve as shown below
3.1.1.1 Hydraulic circuit model simplification
Under normal operation the pressure relieve valve is closed and does effect the system
dynamics, therefore pressure relieve is not modeled.
Since we have divided the systems into two sections and simplified, we will be calibrating
hydraulic circuit, firstly we run the hydraulic circuit at steady-state with no injection to isolate
calibration of pump and orifice, running at 1050 rpm since that is the speed we have in the real
system data when there is no injection. In this situation, the system pressure is simply a function
of the pump outlet flow rate (displacement, volumetric efficiency, and speed) and the outlet
orifice size (diameter and discharge coefficient).
18
Figure 6: Hydraulic circuit [6]
3.2 GT-Suite model of hydraulic circuit
The hydraulic circuit consists of a urea tank, tank pick-up pipe, suction hose, dc motor, positive
displacement pump, pre-filter pipe, main filter, pressure hose, UDS volume, return restriction or
Throttle and return hose.
3.2.1 Positive Displacement Pump Model
This object is used to model a positive displacement pump, where the flow rate is more or less
linearly proportional to the speed of the pump [25] the pump model has the following equations:
Displacement per Revolution The ideal displacement of the pump per revolution, ignoring the
effects of leakage is calculated as
19
𝐷𝑖𝑠𝑝𝑙𝑎𝑐𝑒𝑚𝑒𝑛𝑡 𝑝𝑒𝑟 𝑟𝑒𝑣𝑜𝑙𝑢𝑡𝑖𝑜𝑛 = 𝐴𝑆
Where A is the cross sectional area and S pump stroke.
The Volumetric Efficiency of the pump. This value will be used to calculate the real flow rate
out of the pump, Q, using the equation below[25].
𝑄 = 𝜔𝐷𝜂𝑣𝑜𝑙
Where ω represents the pump speed, D represents the pump Displacement per Revolution, and
ηvol represents the Volumetric Efficiency [25].
Total (Isentropic) Efficiency the total efficiency of the pump. This value will be used to
calculate the power required to drive the pump. The relation used for the pump power, W, is
𝑊 =∆𝑃𝑚
𝜌𝜂𝑣𝑜𝑙
Where ΔP represents the static pressure rise between the inlet and outlet of the pump, ρ
represents the density at the inlet, ṁ represents the mass flow rate through the pump, and ηtotal
represents the pump Total (Isentropic) Efficiency [25].
3.2.2 Motor Model
Imposed Speed A constant value or the name of a dependency reference object specifying the
rotational speed [25] here we will use either imposed speed or dependency reference
Initial Angular Position Initial angle of the speed boundary at the start of simulation in our case
this was set to (“def”).
3.2.3 Pipes and Hoses Model
Round Pipe object is used to model pipes such as Tank Pick up pipe, Suction Hose Pump, Pre
filter Pipe, Urea Nozzle Pipe, and Return Hose, in this thesis all the pipes and hoses have a round
cross-section.
3.2.4 Filters and Return Restriction Pipe Model
Filters and restriction return pipe(throttle) was modeled by using “OrificConn” object which
describes an orifice placed between flow components. 'OrificeConn' connects flow components
[25].
20
3.2.5 Exhaust Pipe Ambient Model
Exhaust Pipe Ambient was modeled as “EndEnvironment” object describes end environment
boundary conditions of pressure, temperature, and composition [25].
3.2.6 UDS Volume Model
Spherical Flow Split object is used to model fluid volume and connected to Pressure hose, Urea
Nozzle pipe, and Return restriction pipe (throttle).
Figure 7: Pump, motor unit and main filter integrated into one unit (top) and GT-Suite hydraulic
circuit model
21
Figure 8: Hydraulic circuit line pressure
From above we can see that the model matches specifications such 9 –10 bar as shown, The
objective of sub-systems model calibration was to ensure that the implementation of the model is
correct.
3.3 Dosing unit model calibration
Dosing unit consists of pressure hose, dosing valve, throttle which manages the fluid flow by
constriction and backflow hose as shown below and a filter.
3.3.1 Dosing unit model simplification
We start with calibrating the dosing unit to get the right mass flow rate. So in sections 3.1-3.2,
we can see that we calibrate each part of the system separately. If we have problems with either,
it is much easier to pinpoint or identify the problem. We integrate the two calibrated and verified
sub-systems in to a single model and finally we validate the complete model.
22
Figure 9: Dosing unit [6]
3.4 GT-Suite model of Dosing Unit
Dosing unit consists of Signal Generator, Mathematic Equation, Pulse Width Modulator and
Gain block. Application of each block is available at GT-Suite template library [25].
Dosing unit receives the requested amount of Adblue to inject from the Engine Management
System(EMS) unit and calculates a corresponding opening time for the dosing unit, here will use
signal generator to act as EMS to request amount of Adblue to be dosed, the signal generator will
generate square wave form which will be fed into the math operation block, the math operation
object or the block uses the following expression to calculate the output signal which is the duty
cycle, (Math operation block, PWM block and Gain block stand for the EEC3)
𝐷𝑢𝑡𝑦 𝑐𝑦𝑐𝑙𝑒 = 𝐴𝑑𝑏𝑙𝑢𝑒
195100%
The above equation has one variable Adblue which is the amount of Adblue to be dosed and
constant value 195 which is the maximum allowable dosing we can therefore calculate the duty
cycle for 50g/min as
𝐷𝑢𝑡𝑦 𝑐𝑦𝑐𝑙𝑒 = 50
195100% = 25%
23
25 % duty cycle is the percentage of time that pulse is in the ON state as a fraction of the total
time then this if fed to a Pulse Width Modulator (PWM) object to produce an output signal that
is ON 25% and OFF 75% of the time (1 sec) which is named Dosing PWM , Gain block was
used to act as the dosing unit hole with diameter of 0.4mm below is the complete dosing unit
model.
Figure 10: Dosing Unit and Dosing Unit Model
24
Figure 11: Duty cycle for 50g/min
The injection volume is defined by the opening time of the valve. The valve opens once every
second. The duration of the “open time” defines the percentage of the maximum flow which is
injected at that specific cycle. Typical values for opening duty cycles lie somewhere between (2)
5-95 (100)% [6], for 50g/min duty cycle is 25% which is shown above figure
25
4 Model Validation
4.1 Complete UDS model validation
In the Model Validation section we would implement third step of the goal statement to
determine the degree to which our model is an accurate representation of the real UDS from the
perspective of the intended use of the model[26].
Validation data was collected from various sensors of the UDS, the collected data is available at
appendix G.
Figure 12: Urea Dosing System Model
26
4.1.1 Pump speed
When you look at the motor speed in the experimental data at appendix G you should notice that
the pump speed is 3500 rpm for less than 5 seconds, then pump speed drops off to steady speed
of 1050 rpm, as soon as the dosing starts the pump speed goes up to 1500 rpm and stays that
speed while the system is dosing, as soon as dosing stops the pump speed goes back to steady
speed of 1050 rpm, we can deduce from above statement that the real system does not use
constant speed.
To accurately model and have the model behave the same way as the real system we have
applied the same real pump speed data into the model, the real system pump speed signal is
shown here.
Figure 13: Pump speed
27
4.1.2 Requested Adblue injection
EEC3 is the control unit of the SCR-system and receives the requested amount of Adblue to be
injected from the EMS-unit and calculates opening time of the Dosing Unit [5]. The Requested
Adblue injection signal from the Signal Generator is shown below
Figure 14: Requested Adblue Injection
4.2 Pump pressure validation
When the diaphragm moves up the volume of pump chamber is increased, the pressure decreases
and we have 1 bar at the inlet and we call this suction mode, where Adblue is drawn into the
chamber. When the diaphragm moves down the pump chamber pressure increases from
decreased volume, the Adblue previously drawn in is forced out with high pressure of 9-10 bar
we call this discharge mode, so we have two modes suction mode with low pressure and
discharge mode with high pressure from this we can deduce that all our analysis will focus on the
high pressure side of the pump [27].
28
Figure 15: Inlet and outlet pump pressure
From the above figure you can see that the pump creates lower pressure (1 bar) at the inlet so
that Adblue can enter, and creates high pressure (10 bar) at the discharge to force Adblue at the
outlet, this indicates that the pump is operating according to specification given at the goal
statement.
4.3 Flow rate validation
We would decide whether or not the model has resulted in acceptable agreement with the real
system data, here we assess.
29
Figure 16: Flow rate validation
Form the above figure we can see that the pump has virtually constant flow except during
injection of urea, where the flow increases from 126g/min to 170g/min and is independent of the
system pressure, simulation flow rate is 126 g/min and UDS average flow rate is 150 g/min.
30
4.3 Dosing Unit Mass flow rate validation
Figure 17: UDS mass flow rate vs. Simulation mass flow rate
From the above Figure Dosing Unit vs. Simulation, where UDS Mass flow Rate is 50g/min and
Simulation is 48g/min, You may see that the simulation (blue lines) has thin rectangular pulses,
these pulses are the PWM pulses which has 25% Duty cycle and period of 1 second.
31
4.4 Line pressure validation
Figure 18: UDS vs Simulation
In Figure 18 The model pressure oscillations is not the same as the UDS pressure oscillations,
the pressure oscillations may be better modeled by using a higher discharge coefficient on the
simple nozzle model, it may also be necessary to model a more complete injector. It therefore
such suggested that to use a GTI compound template such as 'HoleTypeInj
32
5 Results and Discussions
5.1 System parameter analysis
In the model validation section UDS model has resulted acceptable agreement with real system
and as a result the model is sufficient for its intended use of system parameter analysis [26] here
we will analyze some important parameters and discuss the results
5.1.1 Volumetric efficiency
Volumetric efficiency of the positive displacement pump is calculated as:
Volumetric Efficiency (VE) = Actual Flow
Theoritcal flow 100
Here we will vary the VE and observe the effect of the VE has on the pressure of the UDS,
measurement was taken from pressure hose of the model
Figure 19: Effect of the pressure on the variation of the Volumetric Efficiency
Form the above figure it is evident that pressure of the pump can vary significantly with
Volumetric Efficiency , particularly with a low fluid viscosity, such as that of urea.
33
Figure 20: Mass flow rate as function of Volumetric Efficiency
The above shows the mass flow rate as function of the Volumetric Efficiency, we can therefore
say that the system Mass flow rate is simply a function VE, when all the other parameters is
held constant.
5.1.2 Return restriction pipe diameter variation
As small particles or dirt accumulate on the main filter media, As a result of that flow is
restricted and pressure rises. When the pressure rises above to a level specified by the hose
manufacturer, this may result hose burst, Blockage of the UDS return restriction pipe is
simulated, this is done by varying return restriction hole diameter as shown in figure 21
34
Figure 21: Return restriction pipe diameter variation
The system pressure variation as results of return restriction diameter variation
5.1.3 Flow rate as function of speed
The flow rate of UDS pump varies proportionally with pump speed as shown in figure 22
35
Figure 22: flow rate as function of speed
The above figure shows the relationship between the pump speed and the flow rate. From the
motor speed we can estimates the flow rate.
5.1.4 Effects of the pipe diameter on the flow pattern
Reynolds number gives the ratio between inertial forces and viscous forces in other words we
can estimate which forces are dominant, whether we have laminar, translational or turbulent flow
in the UDS, we will observe effects of the pipe diameter on the flow pattern by varying return
restriction pipe diameter and keeping all other variables constant.
36
Figure 23: Effects of the pipe diameter on the flow pattern
From above we can see that the Re is proportional to the pipe diameter as we increase the pipe
diameter so will Re, Re is way below 2000 which indicates that flow is laminar
5.1.5 Adblue density
Density of material is its mass per unit volume, in general, density can be changed by changing
either the pressure or the temperature. Increasing the pressure always increases the density of a
material. Increasing the temperature generally decreases the density, we should note that there
are exceptions in this generalization [28].
37
Figure 24: Adblue density as function of pressure and temperature
The chart above shows density of Adblue as function of pressure and temperature as required by
the conservation equation we should note that effect of pressure and temperature of liquid is very
small, we can therefore say that the Adblue has constant density.
5.1.6 Adblue Viscosity
Viscosity is a measure of a fluid's resistance to flow. It describes the internal friction of a moving
fluid. A fluid with large viscosity resists motion because its molecular makeup gives it a lot of
internal friction. A fluid with low viscosity such as Adblue flows easily because its molecular
makeup results in very little friction when it is in motion [29].
5.1.6.1 Types of viscosity
There are two ways to express fluid’s viscosity, it can be either expressed as Dynamic viscosity
which is also known as absolute viscosity and Kinematic viscosity which is obtained by liquid’s
Dynamic viscosity divided by liquid’s density [30]. Adblue Viscosity in different temperatures is
shown in the figures below.
38
Figure 25: Adblue Dynamic Viscosity behavior on different temperature
Figures 26: Adblue Dynamic and Kinametic Viscosity behavior on different temperatures
39
From above we can see that Adblue viscosity varies with temperature as the Adblue temperature
increases its viscosity decreases [30] Detailed Adblue fluid property is shown in Appendix B
5.2 Conclusions
In the theory section, we have shown two fundamental principles of fluid flow, conservation of
mass (continuity equation) and conservation of momentum (the Cauchy equation) of fluid
motion.
To get to Euler equations we employed the Navier-Stokes equations for incompressible flow, by
neglecting fluid viscosity making 𝜇 = 0 [21], with this assumption Navier-Stokes equations take
the form of Euler equations, detailed discussions and derivations might be found at Atil’s lecture
notes[21][23]
The second last step is derivation of exact solutions to the Navier-Stokes quations, the Hagen–
Poiseuille eqautions, by applying basic physics with the assumptions of laminar flow, constant
viscosity and straight pipe with circular cross-section, we derived Hagen–Poiseuille eqautions,
this led to a relationship between pressure changes over a length L of pipe, and a friction factor
associated with viscous effects
We then applied Euler equations to derive well known Bernoulli equation, which signifies that
when the velocity increases in a fluid stream, the pressure decreases and when velocity decreases
the pressure increases [31] [15]
We must highlight that all of these equations have their roots in the Navier–Stokes equations,
once again underscoring the universality of these equations in the context of describing the
motion of fluids [10]
Why did we have to derive all these equations? It is important when applying any equation that
we are aware of the restrictions on its use, the restrictions are normally seen in the derivation of
the equation when certain simplifying assumptions about the nature of the problem are made. If
we ignore the restrictions, we may get inaccurate results from the equation. e.g. an equation was
derived while assuming that the flow was incompressible, which means that the speed of the
flow is much less than the speed of sound. If you use this form for a supersonic flow, the answer
will be wrong [32]
In the Modeling and simulations section, the following steps have been completed as given on
the goal statement:
To broaden our level of understanding and interactions of different components we
shown simplified model of the UDS
To ensure model meets requirements and fulfills its intended use we have verified (e.g.
Right flow, pressure, and mass flow rate)
To gain confidence in the model we have validated by comparing model with the real
system data and found acceptable agreement
40
We have also shown Effects of various parameters of the system, such as Volumetric Efficiency
of the pump, return restriction diameter variations, relationship between flow rate and speed
Finally we have demonstrated Adblue density as function of pressure and temperature, and
effects of the temperature on Dynamic and Kinematic viscosity of the Adblue, more Adblue
fluid properties is also given on Appendix B
5.3 Future works
Future work may include the following steps
Model to be expanded to include GTI compound template such as 'HoleTypeInj instead
of simple orifice as we have done, then pressure oscillations may be modeled accurately
by using complete injector
Effects of Young Modules in the pressure hoses to be demonstrated
Validation of the model with range of operating conditions
We also Re is high (>2100), inertial forces dominate viscous forces and the flow is turbulent; if Re number is low (<1100), viscous s dominate and the flow is laminar. It is named after thee is high (>2100), inertial forces dominate viscous forces and the flow is turbulent; if Re number is low (<1100), viscous forces dominate and the flow is laminar
41
References
[1] Walke, P.V., Deshpande, N. V., Kongre, S.C., (2011). Cat-trap exhaust after treatment
system for diesel engine. Retrieved February 8, 2013, from
http://www.academicjournals.org/jmer/PDF/Pdf2011/April/Walke%20et%20al.pdf
[2] European emission standards. (2013, January 3). In Wikipedia, the free encyclopedia.
Retrieved March 5, 2013, from http://en.wikipedia.org/wiki/European_emission_standards
[3] Scania. (2012). Scania Euro 6, Södertälje, Author.
[4] Majewski, W. A. (2005). SCR Systems for Mobile Engines. Retrieved November 8, 2013,
from http://www.dieselnet.com/tech/cat_scr_mobile.php
[5] Scania. (2010). SCR2_UDS; Installation Guideline for UDS (HiLite) subsystem, Södertälje,
Author.
[6] Hilite International, Inc. (2010). Installation Guideline Modular Liquid Only SCR System.
Marktheidenfeld, Author.
[7] Applications. (n.d.). Gamma Technologies - Engine and Vehicle simulation.
Retrieved December 5, 2012, from
http://www.gtisoft.com/applications/a_Fuel_Injection.php
[8] Tritton, D. J. (1988). Physical fluid dynamics. Oxford: Clarendon Press.
[9] Wendt, J. F., Anderson, J. D., & Von Karman Institute for Fluid Dynamics. (2009).
Computational fluid dynamics: An introduction. Berlin: Springer
[10] McDonough, J. M. (2009). Lectures in elementary fluid dynamics. Retrieved March 14,
2013, from http://www.engr.uky.edu/~acfd/me330-lctrs.pdf
[11] Graebel, W.P. (2007). Advanced Fluid Mechanics. Burlington, MA: Academic Press.
[12] Kundu, P. K., & Cohen, I. M. (2008). Fluid mechanics. Amsterdam: Academic Press.
[13] Zikanov, O. (2010). Essential Computational Fluid Dynamics, Hoboken, N.J: Wiley.
[14] Pozrikidis, C. (2009). Fluid Dynamics: Theory, computation and numerical simulation,
New York: Springer.
[15] Bernoulli's Equation. (2009, April 9). Retrieved January 3, 2013, from
http://www.grc.nasa.gov/WWW/k-12/airplane/bern.html
[16] Bourouina, T., Grandchamp, J.P., (1996). Modeling micropumps with electrical equivalent
networks, Journal of Micromechanics and Microengineering, 6(1996), 398-404.
42
[17] Hsu, Y.C., Le, N.B., (2008). Inertial effects on flow rate spectrum of diffuser micropumps,
Journal of Biomedical Microdevices 10(2008), 681–692.
[18] Oosterbroek, R.E. (1999). Modeling, design and realization of microfluidic components.
Ph.D. thesis, University of Twente, Enschede, The Netherlands.
[19] Bruus, H. (2008). Theoretical Microfluidics. Oxford: Oxford University Press.
[20] Kirby, B. (2010). Micro-and nanoscale fluid mechanics: Transport in microfluidic devices:
New York: Cambridge University Press.
[21] Bulu, A.(n.d.). Lectures notes in fluid mechanics. Retrieved March 14, 2013, from
http://personals.okan.edu.tr/atil.bulu/fluid_mechanics_files/lecture_notes_04.pdf
[22] Navier-Stokes Equations. (2012, April 16). Retrieved January 3, 2013, from
http://www.grc.nasa.gov/WWW/k-12/airplane/nseqs.html
[23] Bulu, A.(n.d.). Lectures notes in fluid mechanics. Retrieved March 15, 2013, from
http://personals.okan.edu.tr/atil.bulu/fluid_mechanics_files/lecture_notes_06.pdf
[24] Reynolds number. (2013, January 3). In Wikipedia, the free encyclopedia.
Retrieved March 5,2013, from http://en.wikipedia.org/wiki/Reynolds_number
[25] Gamma Technolgies. (2012). G-Suite Template library v7.3.0. Westmont, IL, Author.
[26] Thacker, B.H., Doebling, S.W., Hemez, F.M., Anderson, M.C., Pepin, J.E., Rodriguez,
E.A. (2004). Concepts of model verification and validation. Retrieved March 5, 2013, from
http://www.ltas-vis.ulg.ac.be/cmsms/uploads/File/LosAlamos_VerificationValidation.pdf
[27] Diaphragm pump. (2013, February 22). In Wikipedia, the free encyclopedia.
Retrieved February 26, 2013, from http://en.wikipedia.org/wiki/Orifice_plate
[28] Denisty. (2013, February 13). In Wikipedia, the free encyclopedia. Retrieved March 1,
2013, from http://en.wikipedia.org/wiki/Density
[29] Definition of viscosity. (n.d.). Retrieved March 14, 2013, from
http://www.princeton.edu/~gasdyn/Research/T-C_Research_Folder/Viscosity_def.html
[30] What is the difference between dynamic and kinematic viscosity? (n.d.).
Retrieved January 23, 2013, from http://www.wisegeek.com/what-is-the-difference-
between-dynamic-and-kinematic-viscosity.htm
[31] Acheson, D. J. (1990). Elementary fluid dynamics. Oxford: Clarendon Press
[32] Bernoulli's Equation. (2009, April 9). Retrieved January 3, 2013, from
http://www.grc.nasa.gov/WWW/k-12/airplane/bern.html
43
[33] Bernoulli's principle. (2012, January 3). In Wikipedia, the free encyclopedia.
Retrieved January 9, 2013, from http://en.wikipedia.org/wiki/Bernoulli's_principle
[34] Orifice plate. (2013, February 13). In Wikipedia, the free encyclopedia.
Retrieved January 1, 2013, from http://en.wikipedia.org/wiki/Orifice_plate
[35] Bulu, A.(n.d.). Lectures notes in fluid mechanics. Retrieved March 10, 2013, from
http://www.limat.org/data/Handouts/CIVIL/FMbyBulu/lecture_notes_07.pdf
[36] e-nav. (n.d.). Retrieved March 19, 2013 from
http://online.sis.se/DesktopDefault.aspx?tabname=@Standard&DocID=46764
Appendix A
The following schematic symbols presented here are based on ISO 1219[36]
Appendix B
Adblue fluid property
Appendix C
UDS Pipe view
Pipe view
Appendix D
Poissoulle equation derivation
Balance of forces [35]
𝒑𝝅𝒓𝟐 − 𝒑 +𝝏𝑷
𝝏𝒙𝒅𝒙 𝝅𝒓𝟐 − 𝝉 𝟐𝝅𝒓 𝒅𝒙 = 𝟎
The above equations shows the force balance of the momentum equation, where flow is steady
Simplifying the above equation we get
𝝉 = −𝝏𝒑
𝝏𝒙
𝒓
𝟐
The ∂p/∂x is called pressure gradient and is x dependent where the flow is laminar. The negative
sign shows fluid pressure drop in the direction of flow in a straight pipe, As there is no shearing
stress at the center of pipe r=0 and increase linearly with the distance r from the center, reaching
its maximum value, where τ0 = (-∂p/∂x) (r0/2), at the pipe wall (r=r0) [35]
Newton’s second law of viscosity states that
shear stress is 𝝉 = −𝝁𝒅𝒚
𝒅𝒙 ,
In accordance with the first assumption, τ equals μ(∂u/∂y). Since y equals r0-r, it follows ∂y equals -∂r. we can therefore say that [35]
𝝉 = −𝝁𝝏𝒖
𝝏𝒓
Where the negative sign indicates shear stress, and is from a region of higher velocity to lower
velocity, to get u as the subject of the of formula we equate above two Equations
−𝝁𝝏𝒖
𝝏𝒓= −
𝝏𝒑
𝝏𝒙
𝒓
𝟐
𝝏𝒖 =𝝏𝒑
𝝏𝒙
𝒓
𝟐𝝁𝒓𝒅𝒓
To get the velocity u we integrate the above equation with respect to r and we will get
𝒖 =𝟏
𝟒𝝁
𝝏𝒑
𝝏𝒙𝒓𝟐 + 𝑪𝟏
To solve for the constant 𝑪𝟏 apply the symmetrical boundary conditions where u = 0, and that r
= 𝒓𝟎, this gives
𝑪𝟏 = −𝟏
𝟒𝝁
𝝏𝒑
𝝏𝒙𝒓𝟎𝟐
𝒖 = −𝟏
𝟒𝝁 −
𝝏𝑷
𝝏𝒙 𝒓𝟎
𝟐 + 𝒓𝟐
Which is an equation of parabola.
The point velocity varies parabolically along a diameter, and the velocity distribution is a
paraboloid of revolution for laminar flow in a straight circular pipe
The maximum point velocity umax occurs at the center of the pipe and has the magnitude of
𝒖𝒎𝒂𝒙 = −𝟏
𝟒𝝁 −
𝝏𝑷
𝝏𝒙 𝒓𝟐
𝟎
The point velocity can also be expressed of the maximum point velocity as
𝒖 = 𝒖𝒎𝒂𝒙 = 𝟏 − 𝒓
𝒓𝟎 𝟐
The volumetric rate of flow Q through any cross section of radius r0 is obtained by the
integration of
𝒅𝒒 = 𝒖𝒅𝑨 =𝟏
𝟒𝝁 −
𝝏𝑷
𝝏𝒙 𝒓𝟎
𝟐 − 𝒓𝟐 𝟐𝝅𝒓 𝒅𝒓
Hence,
𝑸 =𝝅
𝟐𝝁 −
𝝏𝑷
𝝏𝒙 𝒓𝟎
𝟐 − 𝒓𝟐 𝒓𝟎
𝟎
𝒅𝒓
𝑸 =𝝅
𝟖𝝁 −
𝝏𝑷
𝝏𝒙 𝒓𝟎
𝟒
𝑽 =𝑸
𝝅𝒓𝟎𝟐
=𝟏
𝟖𝝁 −
𝝏𝒑
𝝏𝒙 𝒓𝟎
𝟐
Shows that
𝑽 =𝒖𝒎𝒂𝒙
𝝅𝒓𝟎𝟐
May be arranged in the following form
−𝝏𝒑 =𝟖𝝁𝑽
𝒓𝟎𝟐
𝝏𝒙
and then integrated with respect to x for any straight stretch of pipe between x1 and x2; L=x2- x1
Hence,
− 𝝏𝒑
𝒑𝟐
𝒑𝟏
=𝟖𝝁𝑽
𝒓𝟎𝟐
𝝏𝒙
𝒙𝟐
𝒙𝟏
and, since D equals 2r0,
𝒑𝟏 − 𝒑𝟐 =𝟖𝝁𝑽
𝒓𝟎𝟐
𝑳 =𝟑𝟐𝝁𝑽
𝑫𝟐𝑳
This is usually referred to as the Hagen-Poiseuille equation.
Appendix E
Bernouli’s equation
Euler equations will be used to derive Bernoulli’s equation by making 𝑑𝑒𝑛𝑠𝑖𝑡𝑦 𝝆 constant Multiplying by dx and by dz and integrating from 1 to 2 on a streamline give[21][23]
alternatively one may derive Bernouli’s equations by using laws of thermodynamics in
𝒖𝝏𝒖
𝝏𝒙
𝟐
𝟏
𝒅𝒙 + 𝒘𝝏𝒖
𝝏𝒙
𝟐
𝟏
𝒅𝒙 = −𝟏
𝝆
𝝏𝒑
𝝏𝒙
𝟐
𝟏
𝒅𝒙
𝒖𝝏𝒘
𝝏𝒙
𝟐
𝟏
𝒅𝒛 + 𝒘𝝏𝒘
𝝏𝒛
𝟐
𝟏
𝒅𝒛 = −𝟏
𝝆
𝝏𝒑
𝝏𝒛
𝟐
𝟏
𝒅𝒙 − 𝒈 𝒅𝒛
𝟐
𝟏
Streamline in any steady flow dz/dx=w/u and therefore udz = wdx. [23]
𝒖𝝏𝒖
𝝏𝒙+ 𝒘
𝝏𝒘
𝝏𝒙
𝟐
𝟏
𝒅𝒙 + 𝒖𝝏𝒖
𝝏𝒛+ 𝒘
𝝏𝒘
𝝏𝒛
𝟐
𝟏
𝒅𝒛 = −𝟏
𝝆
𝝏𝒑
𝝏𝒙𝒅𝒙 +
𝝏𝒑
𝝏𝒛𝒅𝒛
𝟐
𝟏
− 𝒈 𝒅𝒛
𝟐
𝟏
𝝏 𝒖𝟐/𝟐
𝝏𝒙𝒅𝒙 +
𝝏 𝒖𝟐/𝟐
𝝏𝒛𝒅𝒛
𝟐
𝟏
+ 𝝏 𝒘𝟐/𝟐
𝝏𝒙𝒅𝒙 +
𝝏 𝒘𝟐/𝟐
𝝏𝒛𝒅𝒛
𝟐
𝟏
= −𝟏
𝝆
𝝏𝒑
𝝏𝒙𝒅𝒙 +
𝝏𝒑
𝝏𝒙𝒅𝒛
𝟐
𝟏
− 𝒈 𝒅𝒛
𝟐
𝟏
Integrating we get
𝒖𝟐𝟐
𝟐−
𝒖𝟏𝟐
𝟐+
𝒘𝟐𝟐
𝟐−
𝒘𝟏𝟐
𝟐= −
𝟏
𝝆 𝒑𝟐 − 𝒑𝟏 − 𝒈 𝒛𝟐 − 𝒛𝟏 = 𝟎
Applying 𝑉2 = 𝑢2 + 𝑤2 , we get
𝑽𝟏𝟐
𝟐𝒈+
𝒑𝟏
𝜸+ 𝒛𝟏 =
𝑽𝟐𝟐
𝟐𝒈+
𝒑𝟐
𝜸+ 𝒛𝟐
𝑽𝒆𝒍𝒐𝒄𝒊𝒕𝒚 𝒉𝒆𝒂𝒅 ∶ 𝑽𝟏
𝟐
𝟐𝒈
𝑷𝒓𝒆𝒔𝒔𝒖𝒓𝒆 𝒉𝒆𝒂𝒅 ∶ 𝒑𝟏
𝜸
𝒆𝒍𝒆𝒗𝒂𝒕𝒊𝒐𝒏 𝒉𝒆𝒂𝒅 ∶ 𝒛
potential energy of fluid is .
𝜸 = 𝝆𝒈
Bernoulli equation and valid on the streamline between points 1 and 2
Appendix F
Flow rate
In addition, we have discussed continuity equation in section 2.3.1, here we will use that concept
𝑚 𝑖𝑛 = 𝑚 𝑜𝑢𝑡
𝜌1𝐴1𝑉1 = 𝜌2𝐴2𝑉2
For incompressible flow (𝜌1=𝜌2)
𝐴1𝑉1 = 𝐴2𝑉2
Where
V Flow velocity, P Static pressure, Z Height, Density of the fluid g Acceleration due to
gravity, Q Volume flow rate, A Cross sectional areas points 1 and 2 respectively
Mass balance of the system shows that the volume flow rate is related to the cross sectional area
and flow velocity by the continuity equation
𝑄 = 𝐴1𝑉1 = 𝐴2𝑉2
𝑉1 =𝑄
𝐴1= 𝑉2 =
𝑄
𝐴2
𝑉1 =𝑄
𝐴1= 𝑉2 =
𝑄
𝐴2
We assume no change in the height then Bernoulli’s equation becomes
𝑃1 +1
2𝜌𝑉1
2 = 𝑃2 +1
2𝜌𝑉2
2
𝑃2 − 𝑃1 =1
2𝜌
𝑄
𝐴2
2
−1
2𝜌
𝑄
𝐴1
2
Solving for Q
𝑄 = 𝐴2 2 𝑃1 − 𝑃2 /𝜌
1 − 𝐴2/𝐴1 2
𝑄 = 𝐶𝑑𝐴2 2 𝑃1 − 𝑃2 /𝜌
1 − 𝛽4
Where Q is the volume flow rate, 𝛽 =𝑑2
𝑑1 and coefficient discharge 𝑪𝒅 coefficient depends on
the pipe geometry, [iso 1991/asme 1971]
Meter coefficient
𝐶 =𝐶𝑑
1 − 𝛽4
Volumetric flow rate
𝑄 = 𝐶𝐴2 2 𝑃1 − 𝑃2
𝜌
Here we can calculate mass flow rate of anywhere in the pipe
𝜌 𝑄 = 𝐶𝐴2 2𝜌 𝑃1 − 𝑃2
The general equation for mass flow rate measurement used by ISO5167 standard is [34]
In practical application frictional losses may not be negligible and viscosity and turbulence
effects may be present in a system. For that reason, the coefficient of discharge is introduced
[34]
Practically Three commonly used flow meters such orifice, venturi, nozzle where increase in
velocity causes a decrease in pressure are governed by the Bernoulli and continuity equations.
Appendix G
Validation data (50g/min)
Time AmbientPressure DosingSystemPressure Flow AdBlueInjection PumpPwm Pumpspeed
13:56:15.750 1013 4347 391 0 100 3490
13:56:15.968 1013 4545 391 0 100 3501
13:56:16.125 1013 4689 391 0 100 3505
13:56:16.343 1013 4887 391 0 100 3454
13:56:16.547 1013 5022 388,7 0 100 3453
13:56:16.734 1013 5197 391 0 100 3462
13:56:16.890 1013 5359 391 0 100 3521
13:56:17.062 1013 5521 391 0 100 3490
13:56:17.250 1013 5670 391 0 100 3472
13:56:17.422 1013 5836 391 0 100 3516
13:56:17.562 1013 6003 391 0 100 3497
13:56:17.734 1013 6160 391 0 100 3475
13:56:17.937 1013 6336 391 0 100 3496
13:56:18.078 1013 6525 391 0 98,8 3480
13:56:18.250 1013 6727 391 0 97,1 3485
13:56:18.453 1013 6957 391 0 95 3464
13:56:18.625 1013 7137 391 0 93,1 3484
13:56:18.796 1013 7317 391 0 91,2 3504
13:56:19.015 1013 7515 391 0 89 3482
13:56:19.156 1013 7704 391 0 86,6 3423
13:56:19.343 1013 7911 391 0 84 3367
13:56:19.531 1013 8145 391 0 80,7 3343
13:56:19.750 1013 8406 388,7 0 76,9 3187
13:56:19.906 1013 8599 391 0 74 3140
13:56:20.093 1013 8797 391 0 70,9 3001
13:56:20.343 1013 9121 391 0 65,5 2867
13:56:20.515 1013 9301 391 0 62,4 2759
13:56:20.671 1013 9468 391 0 59,4 2608
13:56:20.843 1013 9634 391 0 56,3 2616
13:56:21.015 1013 9783 391 0 53,3 2466
13:56:21.250 1013 9936 391 0 50,2 2364
13:56:21.421 1013 10080 391 0 47,2 2255
13:56:21.593 1013 10170 388,7 0 45 2161
13:56:21.718 1013 10255 381,8 0 43 2135
13:56:21.890 1013 10350 374,9 0 40,7 2019
13:56:22.062 1013 10413 365,7 0 38,8 1934
13:56:22.250 1013 10471 356,5 0 37 1835
13:56:22.421 1013 10521 345 0 35,2 1837
13:56:22.578 1013 10579 338,1 0 33,4 1694
13:56:22.734 1013 10584 326,6 0 32 1673
13:56:22.906 1013 10611 317,4 0 30,8 1579
13:56:23.062 1013 10624 305,9 0 29,6 1597
13:56:23.281 1013 10620 292,1 0 28,6 1525
13:56:23.484 1013 10633 280,6 0 27,4 1534
13:56:23.671 1013 10624 269,1 0 26,5 1455
13:56:23.812 1013 10615 259,9 0 25,7 1456
13:56:23.968 1013 10597 250,7 0 25,2 1412
13:56:24.171 1013 10584 239,2 0 24,4 1344
13:56:24.359 1013 10552 230 0 23,6 1307
13:56:24.546 1013 10543 220,8 0 22,8 1218
13:56:24.734 1013 10534 211,6 0 22 1266
13:56:24.921 1013 10521 204,7 0 21,4 1328
13:56:25.093 1013 10498 197,8 0 20,7 1347
13:56:25.296 1013 10471 193,2 0 19,8 1309
13:56:25.484 1013 10444 186,3 0 19,1 1172
13:56:25.671 1013 10440 184 0 18,4 1139
13:56:25.859 1013 10381 179,4 0 18,4 1198
13:56:26.015 1013 10350 174,8 0 18,1 1109
13:56:26.296 1013 10305 172,5 0 17,6 1199
13:56:26.484 1013 10287 170,2 0 17 1132
13:56:26.671 1013 10224 165,6 0 17,2 1152
13:56:26.843 1013 10188 163,3 0 17,1 1134
13:56:27.031 1013 10183 161 0 16,5 1130
13:56:27.249 1013 10147 156,4 0 16,4 1065
13:56:27.468 1013 10089 154,1 0 16,4 1051
13:56:27.671 1013 10075 149,5 0 16,1 1067
13:56:27.812 1013 10044 149,5 0 15,8 1009
13:56:27.984 1013 10012 147,2 0 15,9 1126
13:56:28.202 1013 9967 147,2 0 15,9 1012
13:56:28.421 1013 9895 144,9 0 16,2 1086
13:56:28.593 1013 9868 144,9 0 16,1 1070
13:56:28.765 1013 9841 144,9 0 15,9 1017
13:56:28.952 1013 9810 144,9 0 16 1123
13:56:29.124 1013 9778 147,2 0 16 1092
13:56:29.359 1013 9760 147,2 0 15,7 1172
13:56:29.546 1013 9742 147,2 0 15,5 1092
13:56:29.734 1013 9715 149,5 0 15,4 991
13:56:29.921 1013 9679 149,5 0 15,5 1047
13:56:30.077 1013 9666 149,5 0 15,4 1037
13:56:30.281 1013 9630 149,5 0 15,5 996
13:56:30.437 1013 9616 149,5 0 15,4 1040
13:56:30.624 1013 9567 151,8 0 15,8 986
13:56:30.859 1013 9544 149,5 0 15,7 1007
13:56:31.046 1013 9517 149,5 0 15,9 1104
13:56:31.202 1013 9499 149,5 0 15,8 1017
13:56:31.421 1013 9495 149,5 0 15,6 1051
13:56:31.624 1013 9450 147,2 0 16 1086
13:56:31.827 1013 9459 147,2 0 15,5 1047
13:56:32.015 1013 9423 147,2 0 15,7 1019
13:56:32.187 1013 9414 144,9 0 15,6 1003
13:56:32.421 1013 9405 142,6 0 15,7 1128
13:56:32.593 1013 9369 142,6 0 15,9 1063
13:56:32.827 1013 9369 142,6 0 15,8 1125
13:56:32.984 1013 9360 142,6 0 15,8 1085
13:56:33.202 1013 9319 140,3 0 16 1038
13:56:33.452 1013 9324 140,3 0 15,8 1181
13:56:33.671 1013 9310 140,3 0 15,8 1167