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Ranjit Desai Index Note
Thermo-Economic Analysis of a Solar Thermal Power Plant with a Central Tower Receiver for Direct Steam Generation
Ranjit Desai KTH Royal Institute of Technology
April-September 2013.
EMN, Γcole des Mines de Nantes.
KTH, Royal Institute of Technology.
BME, Budapest University
QUB, Queenβs University, Belfast
UPM, Universidad PolitΓ©cnica de Madrid
Ranjit Desai Index Note
Masterβs Thesis
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Ranjit Desai Index Note
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Institute Tutor
Rafael E. GuΓ©dez
KTH Royal Institute of Technology
Concentrating Solar Power Group
Department of Energy Technology/ Heat and Power Division
BrinellvΓ€gen 68, SE-100 44.
Stockholm, SWEDEN.
Academic Tutor
Dr. Claire Gerente
Ecole des Mines de Nantes
GEPEA UMR CNRS 6144,
4 Rue Alfred Kastler, BP 20722.
44307, Nantes Cedex 03,
Nantes, FRANCE.
Supervised by
Ranjit Desai Index Note
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INDEX NOTE
Report Title: Thermo-Economic Analysis of a Solar Thermal Power
Plant with a Central Tower Receiver for Direct Steam
Generation
Placement Title: Research Internship
Author: Ranjit Desai
Institute: KTH Royal Institute of Technology
Address: KTH Royal Institute of Technology
Department of Energy Technology/ Heat and Power
Division, BrinellvΓ€gen 68, SE-100 44.
Stockholm, SWEDEN.
Institute Tutor: Rafael E. GuΓ©dez
Role: Research Assistant
Academic Tutor: Dr. Claire Gerente
Summary:
Amongst the different Concentrating Solar Power (CSP) technologies, central tower power plants with direct
steam generation (DSG) emerge as one of the most promising options. These plants have the benefit of
working with a single heat transfer fluid (HTF), allowing them to reach higher temperatures than conventional
parabolic trough CSP plants; this increases the efficiency of the power plant. The goal of the study is to evaluate
the thermodynamic and economic performance of one of these plants by establishing a dynamic simulation
model and coupling it with in-house cost functions. In order to do so, the TRNSYS simulation studio is used
together with MATLAB for post processing calculations.
Furthermore, a valuable expected outcome of the work is the development, verification and validation of new
DSG component models in TRNSYS for performance estimation; such as a central tower receiver model and
steam accumulators for storage. Lastly, thermo-economic optimization of the power plant performance and
costs will be addressed using a multi-objective optimization tool to determine the trade-offs between
conflicting objectives, such as water depletion and the levelized electricity cost (LEC).
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Contents
Index Note .................................................................................................................................................... iii
List of Tables .................................................................................................................................................. v
List of Figures ................................................................................................................................................. v
Nomenclature .............................................................................................................................................. vi
ACRONYMS ..................................................................................................................................................... VI
GREEK LETTERS .............................................................................................................................................. VII
SUBSCRIPTS .................................................................................................................................................... VII
1 Introduction ............................................................................................................................................. 1
2 Objectives ................................................................................................................................................. 2
3 Theoretical Framework ............................................................................................................................ 3
3.1 LINE-FOCUSING CSP .................................................................................................................................. 3
3.1.1 PARABOLIC TROUGH CONCENTRATOR ........................................................................................................................ 3
3.1.2 LINEAR FRESNEL REFLECTOR ....................................................................................................................................... 3
3.2 POINT-FOCUSING CSPS ............................................................................................................................. 4
3.2.1 DISH STIRLING ........................................................................................................................................................... 4
3.2.2 SOLAR CENTRAL TOWER SYSTEM ............................................................................................................................... 5
4 Methodology ........................................................................................................................................... 6
4.1 POWER BLOCK ......................................................................................................................................... 6
4.2 THERMODYNAMIC MODEL OF POWER BLOCK ............................................................................................... 7
4.2.1 STODOLA EXPANSION MODEL ................................................................................................................................... 7
4.2.2 THE NTU-EFFECTIVENESS METHOD .......................................................................................................................... 8
4.2.3 FEED WATER PUMP .................................................................................................................................................... 9
4.2.4 INDIRECT AIR-COOLED CONDENSER .......................................................................................................................... 9
4.3 RECEIVER MODELLING .............................................................................................................................. 9
4.3.1 LITERATURE REVIEW ................................................................................................................................................. 10
4.3.2 THE MODEL .............................................................................................................................................................. 10
4.4 CRITICALITY OF THE DIMENSIONS .............................................................................................................. 13
4.4.1 CRITICAL METAL TEMPERATURE ............................................................................................................................... 13
4.4.2 PRESSURE DROP ........................................................................................................................................................ 14
5 Analysis................................................................................................................................................... 16
5.1 OPTIMIZATION BASED ON DIMENSIONS ...................................................................................................... 16
5.2 ECONOMIC ANALYSIS ............................................................................................................................... 17
5.3 SELECTED DESIGN.................................................................................................................................... 18
6 Future work ............................................................................................................................................ 19
6.1 FORTRAN PROGRAMMING ..................................................................................................................... 19
7 Conclusion .............................................................................................................................................. 20
8 References .............................................................................................................................................. 21
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Appendix ...................................................................................................................................................... 24
APPENDIX A: TUBE SELECTION HANDBOOK FOR AISI 316L .................................................................................. 24
APPENDIX B: OPTIMIZED STATES FROM POWER BLOCK ....................................................................................... 25
APPENDIX C: GNATT CHART.............................................................................................................................. 26
APPENDIX D: FORTRAN PROGRAM WINDOW IN MVS 2008 .................................................................................. 27
APPENDIX E: ANALYSIS GRAPHS FOR SH SECTION AND RH SECTION ...................................................................... 28
SH SECTION ......................................................................................................................................................................... 28
RH SECTION ......................................................................................................................................................................... 29
LIST OF TABLES
Table 1 Operating Parameters of the Ivanpah Power Plant ...................................................................................... 6 Table 2 Standard Heat Transfer Coefficients and Minimum Approach Temperature ............................................ 9 Table 3 NTU-Effectiveness Relationship ................................................................................................................... 9 Table 4 Correlations for Nusselt Number w.r.t. Reynolds Number ........................................................................ 13 Table 5 Two Phase Pressure Drop ............................................................................................................................. 15
LIST OF FIGURES
Figure 1 : Parabolic Trough Concentrator ................................................................................................................. 3 Figure 2 : Andasol 1 PTC Power Plant ....................................................................................................................... 3 Figure 3 : Linear Fresnel Reflector ............................................................................................................................ 4 Figure 4 : Compact Linear Fresnel Reflector ............................................................................................................. 4 Figure 5 : LFR Power Plant, France .......................................................................................................................... 4 Figure 6 : Dish Stirling System ................................................................................................................................... 5 Figure 7 : Dish Stirling CSP Plant, USA ..................................................................................................................... 5 Figure 8 : Solar Central Tower System ....................................................................................................................... 5 Figure 9 : Gemasolar Power Plant .............................................................................................................................. 5 Figure 10 : Methodology ............................................................................................................................................. 6 Figure 11 : Power Plant Layout .................................................................................................................................... 7 Figure 12 : Stodolaβs Ellipse Law for Off-Design Turbine Operation ...................................................................... 8 Figure 13 : Vertical view of the cavity receiver ......................................................................................................... 10 Figure 14 : The integrated Solar Receiver ................................................................................................................ 10 Figure 15 : Receiver Panel Representation ............................................................................................................... 11 Figure 16 : Heat Transfer in receiver ......................................................................................................................... 11 Figure 17 : Pressure Drop Vs No of Tubes................................................................................................................. 16 Figure 18 : Efficiency Vs No. of Tubes ....................................................................................................................... 17 Figure 19 : Material Cost Vs No. of Tubes ................................................................................................................. 18 Figure 20 : TRNSYS Proforma Design ...................................................................................................................... 19 Figure 21 : SH: Pressure Drop Vs No. of Tubes ....................................................................................................... 28 Figure 22 : SH: Efficiency Vs No. of Tubes .............................................................................................................. 28 Figure 23 : SH: Material Cost Vs No. of Tubes ........................................................................................................ 29 Figure 24 : RH: Pressure Drop Vs No. of Tubes ...................................................................................................... 29 Figure 25 : RH: Efficiency Vs No. of Tubes .............................................................................................................. 30 Figure 26 : RH: Material Cost Vs No. of Tubes ....................................................................................................... 30
Ranjit Desai Nomenclature
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NOMENCLATURE
οΏ½ΜοΏ½ Energy per unit of time [W, watts]
h Heat transfer coefficient [W/m2K]
F Face Factor
T Temperature [K]
A Area [m2]
H Height of the receiver [m]
L Length (height) of the receiver [m]
K Conductive heat transfer coefficient [W/mK]
g Acceleration due to gravity [m/s2]
Re Reynolds Number
Nu Nusselt Number
Pr Prandlt Number
Gr Grashof Number
Ra Rayleighβs Number
Cp Specific heat [kJ/kgK]
Acronyms
Btu British Transfer Unit
CSP Concentrated Solar Power
CT Central Tower
CLFR Compound Linear Fresnel Reflector
DNI Direct Normal Irradiance [W/m2]
DSG Direct Steam Generation
FORTRAN FORmula TRANslation language
FWP Feed Water Pump
HPT High Pressure Turbine
HTF Heat Transfer Fluid
LFR Linear Fresnel Reflector
LPT Low Pressure Turbine
MATLAB MATrix LABoratory
MLD Mixed Logical Dynamical
MW Mega Watt [106]
NTU Number of Transfer Units
PB Power Block
ppm Parts per million
PTC Parabolic Trough Concentrator
RH Reheater
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SCTS Solar Central Tower System
SH Superheater
SHS Superheated steam
SL Saturated liquid
STPP Solar Thermal Power Plant
TRNSYS TRaNsient SYStems
USA United States of America
Greek Letters
π Stefan-Boltzmanβs constant [5.68 Γ 10 β8 π/π2πΎ ]
Ο Density (kg/m3)
Π€ Mass-Flow coefficient
π Emissivity, Effectiveness
π½ Volumetric Expansion Coefficient [1/K]
π Dynamic Viscosity [Ns/m2]
π Kinematic Viscosity [m2/s]
πΌ Thermal Diffusivity [m2/s]
Subscripts
fluid Physical State as Liquid
out Position of the working fluid
in Position of the working fluid, inside
gains Energy received by working fluid
losses Energy lost by working fluid
max maximum
min Minimum
nom Nominal
inc Incident Energy
hs Hot Side
cs Cold Side
conv Convective Heat Transfer Losses
rad Radiative Heat Transfer Losses
ref Reflective Heat Transfer Losses
amb
G
pf
Ambient
Gas
Pressure correction factor
r Ratio
sky Sky
s Surface
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nat
nb
tp
Natural
Nucleate Boiling
Two-phase
for Forced
avg Average
L Along the Length or length being characteristic dimension, Liquid
rec Receiver
mixed Mixed (natural and forced)
Ranjit Desai Introduction
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1 INTRODUCTION The ever growing population and industrialized world of 21st century is facing severe problems such as climate
change and ozone layer depletion. The 20th century saw the industrial revolution of mankind, which majorly
increased fossil fuel consumption to many folds. During such period, the business pragmatism was of utter
importance and environmental impacts were thrown aside. It was not until the beginning of the 21st century when
mankind raised concerns about climate change due to the increasing levels of CO2 emissions, notwithstanding the
ever swelling energy demand. In fact, at present CO2 emissions have already exceeded the upper safety limit of 350
ppm [1], and the energy demand is also expected to reach the 550 quadrillion BTU [2] by the end of year 2013. It
is even of higher concern that the continuous population growth and increasing use of modern heavy energy
technologies (which could lead to increasing CO2 emissions) will be worsening the situation. Hence, the search of
sustainable means of power generation should be considered.
In such a jeopardy, renewable energy sources are proving to be a feasible solution, mankind to rely on. Indeed,
nowadays the world receives approximately 17-18% of its energy from renewables, including about 9% from
βtraditional biomassβ and about 8% from other renewable sources [3]. These renewable shares are ideally expected
to grow in the energy outlook, to bring down carbon emissions along with providing energy.
Concentrating Solar Power (CSP) is one of such renewable energy sources which came into light in the late 2oth
and early 21st century. In CSP technology, the incident solar radiations are reflected onto the receiver placed at the
focal point (or along the focal line, in case of line-focusing CSP) to increase the temperature of the surface up to
even 1400 0C. The gained heat energy by heat transfer fluid (HTF) or working fluid is then transformed into the
usable form of energy such as electricity, using turbines and generators.
Historically, CSP was first introduced by Archimedes to repel the invading army [4], but it was not until the late
19th century when the first parabolic trough technology [5] using steam for power generation was demonstrated.
Today CSP represents a reliable technology for electricity generation with a global installed capacity that exceeds
the 2GWe. Further, based on the number of projects that are being planned or currently under construction the
International Energy Agency has estimated that, even in the case of a conservative scenario, CSP installed capacity
will exceed the 10 GWe by 2020 [6]. In such regard, it is worth highlighting the construction of Ivanpah Solar
power plant [7] located in the Mojave Desert in California, which will have a nominal capacity of approximately
320MWe, being the largest CSP project ever deployed. It is expected to go online in September 2013 in United
States of America (USA) at Primm city of Nevada province [7] [8].
Using Ivanpah Solar as a reference plant for the current work, the main objective is thus to perform a thermo-
economic evaluation and analysis of a CSP direct steam generation (DSG) system. Specifically, the work aims to
develop a model for the dynamic simulation of the central tower (CT) receivers used in such power plants, which
will then lead to perform further analysis.
The objectives section enlists the interim goals of this project. The theoretical framework explains the background
of CSP technologies, and spreads light on the central tower receiver technology to end with. In methodology, the
model is explained in details to be followed by economic analysis, results and discussions.
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2 OBJECTIVES The project was set to achieve a dynamic simulation of a DSG solar thermal power plant to be used to compare it
with other power plants based on other power producing technologies especially with various CSP technologies. In
path to reach the final goal various interim objectives were attained.
These objectives were as follow
1. Decide an appropriate architecture for DSG receiver design from available resources
2. Develop a thermal model of the receiver to get possible design solutions
3. Select an optimized design
4. Economic analysis based on material for the selected design
5. Develop a FORTRAN model for the selected design
6. Create new TRNSYS components for DSG
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3 THEORETICAL FRAMEWORK The geographical location of the power plants based on CSP technologies is instrumental due to the fact that CSP
deals with the assimilation of incident solar irradiation, normally denoted as DNI (Direct Normal Irradiance) and
measured in terms of solar energy incident per unit area (π/π2). Modern day CSP technology has evolved many
folds from the initial attempts and put into use for many different applications such as power production and
process steam generation etc. The choice of technology to be implemented therefore, depends upon the end usage
and the required highest temperature. These technologies can be distinguished on their focusing paradigms such
as line focusing and point focussing. The present chapter deals with the different CSP technologies with an example
of the existing power plants based on the respective technology as well as the highlighting differences between
these technologies.
3.1 Line-focusing CSP
In line-focusing CSP technologies, the incident solar energy is reflected onto the receiver placed along the focal
point of the reflector. The line-focusing technologies are generally employed to reach temperature up to 400 0C [9]
for which molten salts, oils or water inclusively can be used as heat transfer fluid. Currently, there are two main
types of line-focusing CSP technologies, namely parabolic trough and linear Fresnel. These are briefly described in
the subsequent sections of the chapter.
3.1.1 Parabolic Trough Concentrator
In Parabolic Trough Concentrator (PTC), parabolic geometry is the working principle, which says the incident rays
perpendicular to the plane of parabola are reflected and concentrated at the focus. The working fluid is passed
through the receiver, which is made up of a metal pipe enveloped inside a vacuum tube to minimize mainly the
convective losses. For power generation, many PTCs are connected in series to reach up to 400 0C [9] needed as
per the end use. The PTC have tracking systems which allow them to track the Sun in the search of maintaining the
perpendicularity of the incident rays [10]. A general schematic of such power plant is shown in Figure 1. The PTC
plants represent around 80% of the total CSP installed capacity worldwide [11], being worth to mention the
ANDASOL [12] complex in southern Spain [13]. It consists of three 50MWe CSP plants that commenced in 2006
and where the use of storage using a molten salts system was first demonstrated at large scale, thus boosting the
development of CSP and encouraging new research fields. The Figure 2 shows parabolic trough in ANDASOL 1
power plant.
Figure 1 : Parabolic Trough Concentrator [14]
Figure 2 : Andasol 1 PTC Power Plant [15]
3.1.2 Linear Fresnel Reflector
In Linear Fresnel Reflector (LFR) technology, flat mirror reflectors reflect and concentrate onto the receiver
through which working fluid is pumped [16]. A typical LFR is shown in Figure 3. Compared to PTCs, LFRs are less
expensive and also allow for larger reflective areas [6]. Furthermore, recent developments in LFR demonstrate
that arrangements accounting for two receivers can yield a better overall performance. Such arrangement is known
as Compact Linear Fresnel Reflector (CLFR) [17] as shown in Figure 4. Indeed when compared against PTCs,
although cheaper, LFRs have other issues such as more optical losses and building complex tracking systems. Given
that LFRs are flat mirror reflectors, these are easier to manufacture and install (that is why they are cheaper) and
Ranjit Desai Theoretical Framework
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this is why they are typically used in hybridization modes (together with coal). The Puerto Errado 2 [18] power
plant is a pure linear Fresnel plant. However, the largest LFR power plant with 100 MWe gross capacity is being
constructed in India in Dhursar district of Rajasthan [19]. The Figure 5 shows one of such LFR power plant of 12
MWe gross capacity located at Ghisonaccia (Corsica Island), France [20].
Figure 3 : Linear Fresnel Reflector [21]
Figure 4 : Compact Linear Fresnel Reflector
Figure 5 : LFR Power Plant, France [22]
3.2 Point-Focusing CSPs
In Point-Focusing CSPs, the receiver is placed at the focal point of the reflector field. These technologies are usually
employed to achieve very high temperatures, hence are used in power production. The temperature range, these
technologies can achieve is up to 1500 0C [9] because of the very high concentration ratios [9].
3.2.1 Dish Stirling
This system consists of stand-alone parabolic concentrator with a Stirling engine mounted at the focal point onto
which the rays are concentrated. Because of its construction, this kind of concentrator can track Sunβs movement
along both the axes, i.e. Sunβs position with respect to equator as seasonal tracking and Sunβs movement
throughout the day as daily tracking. Dish Stirling has the highest Solar-to-electric energy efficiency because of
high concentration ratios and two-axial tracking [10]. The Figure 6 shows a typical Dish Stirling System.
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Figure 6 : Dish Stirling System [21]
Figure 7 : Dish Stirling CSP Plant, USA [23]
The complexity of construction and costs in manufacturing, installation and maintenance have limited this
technology from penetrating CSP market. In turn, commercial power plants using this technology are very few [6]
[24]. One such power plant exists in California shown in Figure 7, USA with 300 MWe gross capacity [23].
3.2.2 Solar Central Tower System
The Solar Central Tower systems (SCTS) consists of a centrally located receiver mounted at the top of a tower
surrounded by a heliostats field. This heliostats field consists of large number of flat mirrors attached to the
metallic frame and supported by stands on the ground. These heliostats track the Sun though out the year with
seasonal and daily tracking. The maximum temperature that can be achieved with SCTS is approximately 1200 0C
[9].
Figure 8 illustrates the Solar Central Tower system. After PTC, Solar Tower has been the most successful
technology used for CSP plants [6]. In case of molten salts, the heat is transferred to water in a heat exchanger to
convert to steam however, in case of water as a working fluid, steam is directly produced out of the receiver hence
usually referred as direct steam generation (DSG). In Spain, Gemasolar Power plant [25] uses molten salt as
working fluid and has 19.9 MWe [26] of gross capacity. The Figure 9 shows a filed photograph of Gemasolar power
plant.
Figure 9 : Gemasolar Power Plant [26]
Moreover, Spain also hosts a DSG power plant located in Sevila known as PS-10 and PS-20 with 11 MW and 20
MW of gross capacities respectively. The most recent solar thermal power plant with DSG technology is being
constructed in USA, which is known as Ivanpah Solar thermal power plant.
The Ivanpah Solar Thermal power plant is installed with the gross capacity of 392 MW and comprises of three
tower and heliostat field systems. The working pressure in the power cycle is 160 bar with the receiver outlet
temperature of steam is 580 0C [8].
Figure 8 : Solar Central Tower System [21]
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4 METHODOLOGY The methodology for this work is shown in Figure 10. To analyse the STPP with SCTS having a central receiver
based on DSG principle by dynamic simulations in TRNSYS, the necessary step was to design the receiver
component using FORTRAN programing language. However, to design such a component, finding out dimensions
of the receiver was the prior step. To calculate these dimensions, a receiver model was developed in MATLAB. The
optimum mass flow rate was determined by simulating a power block of the complete plant to generate 123 MWe
[7] [8]; similar to the capacity of one out of three towers at the Ivanpah Solar Thermal Power plant.
4.1 Power Block
The power block (PB) was designed on the basis of limited available information of the Ivanpah CSP plant, which
is given in Table 1. The PB works on the regenerative Rankine cycle of power generation. The entire power block
schematic is shown in Figure 11. The numbers are used to represent the thermodynamic states of the working fluid,
here water. However, to simulate this power block some key assumptions regarding the physical form of the water
have been made (either quality βzeroβ or βoneβ).
These key assumptions were
1. Saturated Liquid at States namely 1, 2, 3, 4, 5, 6, 7 and State 8.
2. Saturated Steam at States namely 9 and 11.
3. Superheated Steam at States 10 and 12.
4. There is no mass leakage therefore, the heat and mass transfer with the make-up water which exists in the
actual power plant has been neglected.
5. The work done on the working fluid by pumps is neglected as it is very small compared to the work done
by the working fluid.
Table 1 Operating Parameters of the Ivanpah Power Plant [7] [8]
Parameter Quantity
Heat Transfer Fluid (HTF) Water
Receiver Inlet Temperature 249 0C
Receiver Outlet Temperature 586 0C
Change in Temperature in receiver 270 0C
Pressure in Power Cycle 160 bar
Turbine Capacity (gross) 392 MWe
Power Block Optimization
MATLAB simulation
FORTRAN component design
TRANSYS dynamic Simulation
Thermo-Economic Performance Evaluation
Mass Flow
Receiver Dimensions
Receiver Component
Figure 10 : Methodology
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P-13
8 SL
9 SS
10 SHS
11 S
25
12 SHS
21
22 24
23
15 S 16 S
13 S
20 1 SL
2 SL
3 SL7 SL 4 SL
5 SL
6 SL
14
17 SL 19 SL
18BOILER
SH
RH
HPT 1 LPT 1 LPT 2 LPT 3
P1
P2
PH-HE1 PH-HE2
CONDENSER
Figure 11 : Power Plant Layout
The turbine used for this power plant has 8 stages and has mass extractions after 2nd and 6th stage [27] [8]. This
power block was then simulated using MATLAB, and an optimized mass flow rate was calculated for the 123 MW
as it is the capacity of the one solar tower out of three at Ivanpah[7] [8].
4.2 Thermodynamic Model of Power Block
The operating parameters of Ivanpah power plant once found out were used to develop the complete power plant
layout. The live-stream conditions were necessarily kept the same as that of Ivanpah to generate the electricity
gross output of that of 123 MW (as specified in Table 1). A selection of the turbine is done by using catalogues of
the turbine manufacturers which enlisted the specific turbines which could be used for such live stream conditions.
The SST-900 [27] was one of the appropriate turbines for this work. The outlet pressures were calculated using the
Stodola Expansion Model [28] for the turbines.
4.2.1 Stodola Expansion Model
The off-design operation of a multi-stage axial turbine can be modelled using Stodolaβs ellipse [29]. It uses the
mass flow co-efficient (Π€) and pressure ratio across the unit of the turbine. The mass-flow co-efficient can be
defined in terms of mass flow rate through that section of the turbine, pressure, fluid density and absolute
temperature. [30]. It is stated in equation 4.1. For each expansion section of the turbine with a given backpressure
(πππ’π‘ ), a simple relationship may be developed [28] [29], allowing the expansion to be considered to be similar to
that of a nozzle, this is known as Stodolaβs Ellipse. The relationship is stated in equation 4.2. The Stodolaβs ellipse
is shown is Figure 12. This law is valid over a wide range of pressure ratios but does not give accurate mass flow
once the chocking begins [29] because below the critical back pressure (ππ ) sonic flow conditions occur within the
section. The outlet pressure can be found out using equation 4.3, as a function of β²πβ²Μ (mass flow through the given
section) and Y is the ellipse constant. βYβ is stated in equation 4.4, as a function of the pressure ratio, mass flow
constant for that segment.
Ξ¦ = οΏ½ΜοΏ½
βππ=
οΏ½ΜοΏ½βπ
π
4.1
Ξ¦ β β1 β (πππ’π‘
π)
2
4.2
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Figure 12 : Stodolaβs Ellipse Law for Off-Design Turbine Operation [28]
4.2.2 The NTU-Effectiveness Method
The Heat Exchangers in the PB are modelled using NTU-Effectiveness method. Using nominal inlet conditions for
both sides (hot and cold) and nominal mass flow rates, the heat load and the required surface area can be found
out using this method [31]. The first step for this method is to define the maximum possible heat transfer rate
between two fluids, which is achieved in counter flow heat exchanger
Where βπΆπππβ is smaller specific heat of the two. The actual rate would be smaller to than this rate thus the efficiency
can be of this heat exchanger can be defined as ratio of actual heat transferred to the maximum possible heat
exchange. The actual heat exchange can therefore be stated as (equation 4.6). Thus, by knowing the inlet conditions
of the two streams, for a given heat exchanger of a given capacity, the total heat load can be determined. Further,
for any given heat exchanger, it can be shown that the efficiency is a function of ratio of heat capacities and the
number of transfer units (NTU) [31] as shown in equation 4.7. The NTU and βπΆπβ are defined in equations 4.8 and
4.9. In equation 4.8 βUβ is overall heat transfer co-efficient and βAβ is the surface area of the heat exchanger.
Therefore, the efficiency βπβ in terms of βΞππππ β (the minimum approach temperature). The value of βΞππππ β are
standardized with respect to stream type and can be found out using the Table 2. The NTU-Effectiveness
relationship changes with respect to the type of the heat exchanger. For the counter-flow heat exchanger this
relation is tabulated in
Table 3.
πππ’π‘ = βπππ2 β οΏ½ΜοΏ½2 β πππ β π
4.3
Y = πππ,πππ
2 β πππ’π‘,πππ2
πππ,πππ2 β Ξ¦ππ,πππ
2 4.4
ππππ₯ Μ = πΆπππ(πππ
βπ β πππππ ) 4.5
π Μ = πππππ₯ = ππΆπππ(πππ
βπ β πππππ ) 4.6
π = π(πππ, πΆπ) 4.7
πππ =ππ΄
πΆπππ
4.8
πΆπ =πΆπππ
πΆπππ₯
4.9
π = 1 βΞππππ
(πππβπ β πππ
ππ )
4.10
Ranjit Desai Methodology
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Table 2 Standard Heat Transfer Coefficients and Minimum Approach Temperature [28]
Stream Type Heat Transfer Co-efficient Ξππππ/2
Gas Stream 60 [π/π2πΎ] 20 [K]
Liquid Stream 560 [π/π2πΎ] 5 [K]
Evaporating Stream 1600 [π/π2πΎ] 3 [K]
Condensing Stream 3600 [π/π2πΎ] 2 [K]
Table 3 NTU-Effectiveness Relationship
π-NTU Relationship Condition
πππ =1
πΆπ β 1ln (
π β 1
ππΆπ β 1)
πΆπ < 1
πππ =π
1 β π πΆπ = 1
4.2.3 Feed water Pump
The FWP works is required to raise the pressure of water to the required input to the next component of the power
cycle. The FWP is modelled to find out the power requirements by the pump [28]. For this model some assumptions
were made as follows
1. No heat exchange between pump and the environment
2. Change in kinetic and potential energy are neglected
3. Internal dissipation is characterized by hydraulic efficiency
The Pump power is calculated as stated in equation 4.11 using hydraulic efficiency. This Hydraulic efficiency can
be calculated as a function of temperature inputs and outputs (as stated in equation 4.12).
4.2.4 Indirect Air-Cooled Condenser
Similar to that of FWP, condenser model is also developed to calculate the mechanical power required to drive the
circulating pumps and air draught fans as well as heat exchange areas for the surface condenser and the air-cooler.
This model is developed along the same lines to those of published by J. Spelling in his PhD thesis [30]. The power
required by the cooling fan can be given as follows (equation 4.13). Moreover, the equations required to calculate
βοΏ½ΜοΏ½πππ βare as follows in equations 4.14 and 4.15.
4.3 Receiver Modelling
For the modeling of the central receiver component, available information from previous research works on the
design of CTSTPPs and vertical once-through high-pressure boilers has been used. Furthermore, all accessible
information concerning the design of the receiver used in the Ivanpah Solar system has been collected and has
been used as a reference. In the following sub-sections first there are highlighted the main aspects from the
οΏ½ΜοΏ½ππ’ππ =1
πβ
οΏ½ΜοΏ½ (Ξπ
π)
4.11
πππ’π‘ = πππ +1 β πβ
πβ
(Ξπ
ππΆππ€
) 4.12
οΏ½ΜοΏ½πππ =οΏ½ΜοΏ½ππππΆππππ
ππππ
[(1 + ππππππ)
πππΆππ β 1]
4.13
οΏ½ΜοΏ½πππ = οΏ½ΜοΏ½ππππ
πΆππ€
πΆππ
4.14
οΏ½ΜοΏ½ππππ = οΏ½ΜοΏ½ππππΞβππππ
πΆππ€(πππππ β βπππππ β (ππ + βππππ))
4.15
Ranjit Desai Methodology
Masterβs Thesis
10
literature survey performed and subsequently the modeling approach considering both the heat transfer and
mechanical structure of the component.
4.3.1 Literature Review
Several researchers have proposed different techniques for the modelling and analysis of central tower receivers
for CSP appliances. The first model considered was a hybrid model developed by using a Mixed Logical Dynamical
(MLD) approach confirms that continuous and discrete characteristics modelling is possible in a single model [32].
However, this model could not be incorporated to find out the dimensions of a receiver system, as needed for this
work because it is completely theoretical and has not applied to any of the existing central tower receivers.
Alternatively, a model developed [33] for the dynamic simulation of the receiver at DAHAN CSP plant in China,
explains the functioning of a cavity receiver, as shown in Figure 13. Such receiver is similar to that at Gemasolar
CSP plant, which is based on molten salts as HTF. The issue in applying this model to for this work could have
been the practical problems not possibly studied in changing the working fluid from that of molten salts to water.
Thus, this model is discarded from the available options.
On the other hand, a simulation of an integrated steam generator for solar tower [34] based on a structural
modification of already existing receiver designs was developed and proved to achieve higher optical and thermal
efficiencies. Furthermore, the authors of such work have applied their model to a larger-scale CSP plant with
superheated steam at 550 0C and of 150 bars similar conditions to those of Ivanpah Plant (as previously stated in
Table 1). Therefore, this model was selected as a main reference for this thesis work.
The construction of this receiver is shown in Figure 14. The proposed structure has pipes flowing along the height
of the receiver and placed along the circumference. The outer pipes comprise to be evaporator pipes of the boiler
part of the receiver, whereas the superheater (SH) section is enveloped inside to boiler section. Such envelope
structure helps in reducing the thermal losses, thereafter cancelling out the need of having a different section for
the SH. Moreover, the radiation spillage around the receiver cavity to the SH from heliostats field is firstly
intercepted by the boiler section, situated near the cavity. Thus, the energy which would have lost otherwise in
radiation and spillage is used to do the useful work. In turn, this modified architecture of receiver claims to be
thermally more efficient and economically cheaper than the rest [34].
4.3.2 The Model
Firstly, the heat transfer across the receiver system is modelled. However, only the boiler section is modelled first
considering heat transfer in the boiler and the receiver section would be in same lines fundamentally. The SH and
reheater (RH) section would necessarily be having the similar heat transfer except the working temperatures and
pressures. One such receiver panel is shown in Figure 15. The evaporating tubes are in contact with each other and
they run along the height of the receiver.
Figure 13 : Vertical view of the cavity receiver [33]
Figure 14 : The integrated Solar Receiver [34]
Ranjit Desai Methodology
Masterβs Thesis
11
Di Do
Figure 15 : Receiver Panel Representation
The energy will be reflected by the heliostat field on to the receiver, which will be absorbed by the working fluid
passing through the boiler. The energy absorbed by the working fluid would be the difference between total
incident energy and total losses through the receiver. These losses comprise of 1. Convective losses because of the
air surrounding the receiver, 2. Radiative losses because of the radiations emitted by the hot surface to the
surrounding, 3. Reflective losses because of the material properties. This heat transfer has been shown in Figure
16.
H
Water IN
Steam OUT
Q conv
Q inc
Q ref
Q rad
Figure 16 : Heat Transfer in receiver
This absorbed heat is equal to the energy gains from the solar field.
οΏ½ΜοΏ½πππ’ππ = οΏ½ΜοΏ½ππ’π‘ β οΏ½ΜοΏ½ππ 4.16
οΏ½ΜοΏ½πππ’ππ = οΏ½ΜοΏ½πππππ β οΏ½ΜοΏ½πππ π ππ 4.17
οΏ½ΜοΏ½πππ π ππ = οΏ½ΜοΏ½ππππ£ + οΏ½ΜοΏ½πππ + οΏ½ΜοΏ½πππ 4.18
οΏ½ΜοΏ½πππ’ππ = οΏ½ΜοΏ½πππ β (οΏ½ΜοΏ½ππππ£ + οΏ½ΜοΏ½πππ + οΏ½ΜοΏ½πππ ) 4.19
4.3.2.1 Radiative losses
The radiative heat transfer losses are dominant losses at high temperatures. The heat loss due to radiation is
calculated using equation 4.22. as a function of both ambient air temperature and effective sky temperature [35]
In this case the ambient temperature, plays a very important role and is calculated by using the Duffie-Beckman
equation stated as in equation 4.23 [36]. The Equations 4.20-4.22 [37] show the relationship between the sky
temperature, ambient air temperature and radiative heat transfer losses.
βπππ,πππ = πππΉπ ,πππ (ππ 2 + ππππ
2)(ππ + ππππ ) 4.20
βπππ,π ππ¦ = πππΉπ ,π ππ¦ (ππ 2 + ππ ππ¦
2)(ππ + ππ ππ¦ ) 4.21
οΏ½ΜοΏ½πππ = βπππ,πππ β π΄π β (ππ β ππππ ) + βπππ,π ππ¦ β π΄π β (ππ + ππ ππ¦ ) 4.22
ππ ππ¦ = 0.552 β (ππππ 1.5) 4.23
Ranjit Desai Methodology
Masterβs Thesis
12
4.3.2.2 Convective losses
The volumetric flow rate is very large is needed for such a power plant. The system possesses very large Reynolds
number (Re) as result of high volumetric flow rate and comparatively small tube diameters. For such very large
values of Reynolds numbers (greater than 10 5), the convective heat transfer correlations are different than the
traditional ones. Further, due to abnormally large geometry of the external cylinder, the natural convection from
the receiver is assumed to be similar to that of from the vertical flat-plate.
4.3.2.2.1 Natural convection
The Nusselt number is calculated using either equation 4.24 as introduced by Siebers and Kraabel [35] or equation
4.25 known as Churchill and Chu [31]. The choice between these two equations depends upon the values of Grashof
Number (Gr) to be calculated using equation 4.26. The equation 4.24 is valid for Gr < 1012 however, the Churchill
and Chu correlation (equation 4.25) is valid for Gr > 1013. For this correlation the long vertical tube is approximated
as a vertical plate [for laminar flow (10 4 β€ π ππΏ β€ 10 9) and for turbulent flow (10 9 β€ π ππΏ β€ 10 13)]. To use these
two correlations some other entities are required such as Grashof Number (Gr), Rayleighβs Number (Ra) and
Prandlt Number, which are calculated using equations 4.26, 4.27 and 4.28 respectively.
4.3.2.2.2 Forced Convection
Similar to that of Natural Convection, Nusselt Number calculation is the prior step to calculate the convective heat
transfer coefficient (forced). In this particular case, as there will be a lot variation in the thermo-physical properties
of the water with time, the choice of correlation is made from several available options. The forced convection
correlations are provided as a set of curves that are applied for a specific range of Reynolds number and for a
specific surface roughness. These correlations are tabled below in Table 4.
ππ’π π πππ‘πππ‘ = 0.098 β πΊππ» 1/3 (
ππ
ππππ
)β.14
4.24
ππ’πΏ = {0.825 +0.387 β π ππΏ
1/6
[1 + (0.492/ππ)9/16]8/27}
2
4.25
πΊππππ‘ = π β π½ β (ππ ,ππ£π β ππππ ) βπ»3
πππ
π2πππ
4.26
π ππΏ = πΊππΏ β Pr =π β π½ β (ππ β πβ ) β πΏ3
π β πΌ
4.27
ππ = πΆπ β π
Ξ
4.28
Ranjit Desai Methodology
Masterβs Thesis
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Table 4 Correlations for Nusselt Number w.r.t. Reynolds Number [35]
Reynolds Number Range Correlation
πΎπ π·β = 0 (A smooth cylinder)
1. All Re ππ’ = 0.3 + 0.488 β π π0.5 (1 + (
π π
282000)
0.635
)
0.8
πΎπ π·β = 75 Γ 10β5
2. π π β€ 7.0 Γ 10 5 Use smooth cylinder correlation as in row 1.
3. 7.0 Γ 10 5 < π π < 2.2 Γ 10 7 ππ’ = 2.57 Γ 10 β3 β π π0.98
4. π π β₯ 2.2 Γ 10 7 ππ’ = 0.0455 β π π0.81
πΎπ π·β = 300 Γ 10β5
5. π π β€ 1.8 Γ 10 5 Use smooth cylinder correlation as in row 1.
6. 1.8 Γ 10 5 < π π < 4.0 Γ 10 6 ππ’ = 0.0135 β π π0.89
7. π π β₯ 4.0 Γ 10 6 Use the same correlation as in row 4.
πΎπ π·β = 900 Γ 10β5
8. π π β€ 1.0 Γ 10 5 Use smooth cylinder correlation as in row 1.
9. π π > 1.0 Γ 10 5 Use the same correlation as in row 4.
The surface roughness used for this work was πΎπ = 2.5 Γ 10β3 [35]. In particular for this work, the values of
Nusselt Number and Reynolds Number are very large; both natural and forced convection play the important roles
in determining the resulting convective heat transfer. Therefore, a mixed convection correlation is used and is
given by equation 4.29 [38].
Where, βmβ denotes the degree of dominance of either of the two convection coefficients viz. forced and natural
convection coefficients. As βmβ increases the value of β²βπππ₯ππ β²will be influenced by the larger effect of the two. The
value of βmβ is selected as 3.2 based on the studies [35] [38] which, indicate a relatively strong dependence on the
larger of the two convective heat transfer coefficients viz. natural and forced.
4.4 Criticality of the Dimensions
The heat loss calculations were necessarily meant to get the dimensions of the tubes in the receiver. However, there
were two checks employed to keep the design under the safety and operative limits. The first is metal property
known as βcritical metal temperatureβ (Tcrit) and pressure drop across the receiver. The metal temperature and
pressure drop as they would vary with respect to number of tubes and the selected diameter of the tubes. The
following section explains how these properties were calculated.
4.4.1 Critical Metal Temperature
The dimensions of the receiver are finalized by the model explained in the section 4.3 and based on the critical
design parameters of the material referred from pipe selection handbook [39]. These parameters include allowable
working pressure of the tube and corresponding maximum continuous working temperature of the selected tube
corresponding to the diameter. To evaluate this criticality, the phenomenon of Log-Mean-Temperature-Difference
(LMTD) is used. LMTD is calculated from equation 4.30.
βπππ₯ππ = (βπππ‘ π + βπππ
π)1π
4.29
πΏπππ· = οΏ½ΜοΏ½ππππ
π΄π π’ππ β βπππ‘πππππ
4.30
πΏπππ· = πππ’π‘ β πππ
ππ (ππ β πππ
ππ β πππ’π‘)
4.31
Ranjit Desai Methodology
Masterβs Thesis
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The internal convective heat transfer coefficient was calculated using Gnielinski correlation [31], stated in equation
4.33. The equation 4.31 gives βTmβ, which is metal temperature and is seen to be always smaller than the critical
metal temperature (Tcrit) selected from pipe handbook.
4.4.1.1 Boiling in boiler section
In boiler section as water will change its phase to saturated steam, while calculating internal heat transfer co-
efficient, boiling in a vertical tube was also considered to compare with that of only convective heat transfer. The
boiling correlations were taken from Steiner-Taborek method [40]. The value of βπΏ was found out using Gnielinski
correlation of Nusselt Number (stated in equation 4.33) as a function of Reynolds Number, Prandlt Number and
Fanning friction factor. This factor is calculated using equation 4.34.
Further, the two-phase multiplier πΉπ‘π is calculated using equation 4.35 and the nucleate boiling correction factor
πΉππ is calculated using equation 4.36. The value of π π,0 is taken as 1ππ. Moreover, the equations 4.37 to 4.39 show
calculations of rest of the above mentioned factors (such as βπΉππ β, βππβ and βπΉ(π)β) where, M is the molecular weight
of the fluid. The values of β²π0
β² and ββππ,0 β² are taken as 150000 W/m2 and 25580 W/m2 respectively according to
Khandilkar et.al [40].
4.4.2 Pressure Drop
One of the most important designing parameters in this process is a permissible pressure drop across the receiver
tubes. Pressure drop is calculated using Bernoulliβs principle, which is stated in equation 4.40. In general, the
following are the main contributors to the resulting pressure drop 1. Pressure drop due to a sudden change in the
flow caused by different bends and valves, known as singularity losses, Ξππ 2. Due to friction between pipe walls
and fluid, known as frictional pressure loss, Ξππ 3. Momentum change loss caused due to acceleration or
deceleration in the flow, Ξππ 4. Gravity loss or hydrostatic loss or static head Ξππ. In this particular system, pressure
losses are calculated per section separately (boiler, SH and RH) and incorporated in the PB simulations to calculate
the pressure input for the next section. It is calculated using the necessary correlations as explained in the following
sub-sections of this chapter.
The singularity and momentum losses are negligible in this system because the tubes are straight and there are no
acceleration imposed on the fluid. The pressure loss due to gravity is calculated using equation 4.41, where H
stands for height of the tower. For all the sections of the receiver except frictional losses, rest of the losses are
calculated in similar fashion.
The frictional losses for SH and RH section are calculated using equation 4.42.
βπ‘π = ((βππ,0 β πΉππ )3 + (βπΏ β πΉπ‘π )
3)13
4.32
ππ’πΏ = βπΏ β πππ
πΎ=
(π
8β ) β (π ππΏ β 1000) β πππΏ
1 + 12.7 (π
8β )1
2β
β (πππΏ
23β β 1)
4.33
π = [0.794 ln(π ππΏ) β 1.64]β2 4.34
πΉπ‘π = [(1 β π₯)1.5 + 1.9 β π₯0.6 β (ππΏ
ππΊ
)0.35 ]1.1
4.35
πΉππ = πΉππ β(π
π0
)ππ β (π
ππ,0
)
β0.4
β (π π
π π,0
)
0.133
β πΉ(π) 4.36
πΉππ = 2.816 β πππΏ0.45 + (3.4 +
1.7
1 β πππΏ7) β πππΏ
3.7 4.37
ππ = 0.8 β 0.1 β exp (1.75 πππΏ) 4.38
πΉ(π) = 0.377 + 0.199 ln π + 0.000028427 π2 4.39
Ξπ = Ξππ + Ξππ + Ξππ + Ξππ 4.40
Ξππ = H β Ο β g 4.41
Ranjit Desai Methodology
Masterβs Thesis
15
Where, f denotes Frictional fanning factor and calculated using equation 4.34. However, in boiler section the water
is converted into steam to be supplied to the SH. The two phase frictional loss0 estimated from the corresponding
pressure drop for single-phase flow and multiplied by βTwo-phase friction multiplierβ denoted as βπππ2β. Equation
4.43 shows the method to calculate two-phase frictional drop.
Where, β²ππβ²is a constant whose value is 1 in SI units and L denotes the height of the tower. The two-phase friction
multiplier is calculated using two different correlations known as Friedel correlation and Chisholm correlation,
stated in Table 5.
Table 5 Two Phase Pressure Drop*
Correlation Parameters
For ππ ππ£β < 1000 and πΊ < 100 ππ π2π β
Friedel correlation [41]
πππ2 = πΈ + 3.23 β
πΉπ»
πΉπ0.045ππ0.035
πΈ = (1 β π₯)2 + π₯2ππ
ππ£
ππ£π
πππ
πΉ = π₯0.78 β (1 β π₯)0.24
π» = (ππ
ππ£
)0.91
β (ππ£
ππ
)0.19
β (1 βππ£
ππ
)0.7
πΉπ = πΊ2
ππ·βπβππ2
ππ = πΊ2π·β
ππβππ2
1
πβππ
=π₯
ππ£
+(1 β π₯)
ππ
πΊ = π β ππππ€ π£ππ.
For ππ ππ£β > 1000 and πΊ > 100 ππ π2π β
Chisholm correlation [41]
πππ2 = 1 + (π2 β 1) β [π΅π₯πβ(1 β π₯)πβ + π₯2βπ]
π β= 2 β π
2
π = (Ξππ£ Ξππβ )0.5
Ξππ£ = 2 β ππ£ β πΊ2
π·βππ£
Ξππ = 2 β ππ β πΊ2
π·βππ
π = 0.25
π΅ = {
4.8 πΊ < 5002400 πΊβ 500 β€ πΊ < 1900
55 πΊ0.5β πΊ β₯ 1900} πππ π β€ 9.5
π΅ = {520 ππΊ0.5β πΊ β€ 600
21 πβ πΊ > 600} πππ 9.5 < π β€ 28
π΅ = 15000 (π2πΊ0.5)β πππ π > 28
* E, F, H, Y and B are the local parameters and are defined in this table; rest are in SI units.
Ξππ = 2f HG2 π·βπβ 4.42
Ξππ = πππ2Ξππ,ππ = πππ
2πΏ
π·β
πΊ2
ππππ
πππ2
4.43
Ranjit Desai Analysis
Masterβs Thesis
16
5 ANALYSIS The results obtained from the above described model is analysed to select a design for the Fortran component. This
chapter deals with elaborations over the strategy to get the optimized solution. Firstly, this section explains how
material constraints were applied to get the feasible solutions and further it explains the economic analysis.
5.1 Optimization based on dimensions
A pool of solutions was developed by using the model and the design constraints were applied to find out a set of
feasible solutions out of all the theoretically solutions. The constraints were 1. The metal temperature was always
below the Critical Metal Temperature (Tcrit) and 2. The pressure drop was limited to below 3% across the receiver
in all the three sections namely, boiler, SH and RH. The constraint of βTcritβ is applied because the metal temperature
crossing this limit is practically beyond the physical limits of the material for the selected diameter and allowable
working pressure. The diameter of the tube is decided using the tube selection handbook. The selection is based
on allowable working pressure for a particular diameter and βTcritβ. The dimensions when they are selected they are
selected in such a way that the metal temperature due to internal heat-transfer never exceeds the critical metal
temperature (Explained in Section 4.4.1.). Along with the diameter the important design parameter is the height
of the receiver. The height was varied from 30m to 50m keeping the middle ground similar to that of Ivanpah
(37.49m) [42]. The tube selection handbook gives the diameter, thickness, and βTcritβ (for the given working
pressure).
Likewise, the constraint of 3% in pressure drop is applied because a CT receiver can be approximated to that of
vertical once through high-pressure boiler because such a boiler also works at the similar live stream conditions
and also contains tubes running vertically along the length of the boiler, which is structurally similar to that of CT
receiver system of this project. For these boilers the pressure drop across the boiler is conventionally assumed to
be 3-5% of the inlet pressure [43]. As well as with the increase in pressure loss higher pumping power is required,
hence the power needed by the pump increases. Throughout the complete system the pressure drop gets added
from each section and this results in heavy pumping power requirements as an external input, leading to less
overall efficiency. Thus, to limit the power input to minimum possible this constraint is very important.
The pressure drop decreases with the increase in number of tubes because the flow velocity decreases and thus the
frictional pressure loss, which is the major factor in a flow system of a long length (Explained in section 4.4.2). It
can be depicted from Figure 17 that for longer length there is more pressure loss. Thus, if a solution is selected for
the minimum pressure drop, it will be more expensive compared because of the material cost. Therefore, the
number of tubes are selected in such a way that the pressure drop is not more than 3% as well as the cost of the
material is kept minimum. For SH and RH section the analysis follows the similar pattern and the graphs are given
in Appendix E.
Figure 17 : Pressure Drop Vs No of Tubes
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
PR
ES
SU
RE
DR
OP
(%
)
NO. OF TUBES
BOILER SECTION: PRESSURE DROP
H=30m
H=37.49m
H=40m
H=50m
Ranjit Desai Analysis
Masterβs Thesis
17
5.2 Economic Analysis
The economic analysis is majorly based on the material cost required. The material cost increases with the increase
in number of tubes. Therefore, the selection of the optimized solution is also based upon the thermal efficiency of
the component. The efficiency is calculated in terms of energy losses and energy gains as stated in equation 5.1.
The efficiency is in terms of energy gains and losses which are already calculated as explained in section 4.3.2.
The efficiency of the boiler decreases with the increase in number of tubes as though the mass flow rate decreases
there is increase in surface area and it increases the radiative losses. Although these losses are proportional to that
of βT4β, in this case the variation with respect to temperature is not that dominating as the outlet and inlet
temperatures remain the same for all the cases (leading to the SH inlet and then the live stream conditions). This
restricts from the surface temperatures to small variation. However, the radiative losses being directly proportional
to surface area with the increase in number of tubes the radiative losses increase. As well as for the same number
of tubes the efficiency is higher for smaller length because of the same reason that the surface area would be
smaller.
In case of convective loss, they do not have as dominating effect as radiative losses because these losses majorly
take place because of the surrounding air conditions and the flow properties. Although mass flow changes the
variation it causes in total as compared to radiative losses is not dominating. The Figure 18 shows the trends in
which the variation of efficiency with respect to increasing number of tubes for different heights. For the SH and
RH section the analysis remains the same and the graphs can be seen in Appendix E.
Figure 18 : Efficiency Vs No. of Tubes
The material cost is calculated using the density and the total weight of the material requited for the receiver
construction. The Figure 19 shows the variation of material cost with respect to increasing number of tubes for
different lengths of the receivers. The material cost increases with number of tubes and also with the length because
the material volume required increases.
In all the analysis sections the calculations are compared with the height of the Ivanpah CSP plant because if this
plant is constructed using the same architecture as that of this project, the results obtained should have the
comparable results. Further, the length of the tower is restricted to 30m because for the heights below this the
diameter of the tubes changes and the metal temperature reaches very close to critical metal temperature. The
complete analysis repeated for the SH and RH section.
30
40
50
60
70
80
90
100
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
EF
FIC
IEN
CY
(%
)
NO. OF TUBES
BOILER:THERMAL EFFICIENCY
H=30m
H=37.49m
H=40
H=50
ππ‘β =πππππ
(πππππ + ππππ π ππ )
5.1
Ranjit Desai Analysis
Masterβs Thesis
18
Figure 19 : Material Cost Vs No. of Tubes
5.3 Selected Design
The selection of the optimized design though completely based upon the material and operational limits, financial
estimations are done to discard the options of higher costs. The optimized design for the boiler section, 100 DN 80
tubes of outer diameter (OD) of 88.90mm. For SH section, 100 DN 32 tubes with OD 42.16mm and same 300
tubes for RH section.
100000
2100000
4100000
6100000
8100000
10100000
12100000
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
MA
TE
RIA
L C
OS
T (
US
D)
NO. OF TUBES
BOILER:MATERIAL COST
H=30m
H=37.49m
H=40
H=50
Ranjit Desai Future work
Masterβs Thesis
19
6 FUTURE WORK In order to achieve the final goal of this six month project necessarily a TRNSYS component needs to be developed.
This component will allow the Concentrating Solar Energy research group at KTH to generate numerous dynamic
simulations of DSG Solar thermal PP. The results of all these simulations will be used to compare those of with
various other solar thermal technologies with different locations and different operating conditions. It will also
allow to study the functioning of Ivanpah Solar Thermal PP as a case study. The TRNSYS component is designed
and programmed in FORTRAN. The following subsections mention about the selected solution from the above
described optimization and analysis.
6.1 FORTRAN Programming
This particular task need two different special software those are 1. A FORTRAN Compiler and 2. Microsoft Visual
Studio (MVS). A TRNSYS component is written in FORTRAN and it can be done in two ways. The first is using the
programmerβs way that is writing the whole program using the compiler and MVS. Otherwise, one can use the in-
built option of creating a proforma. The Figure 20 shows the TRNSYS window of a new component design through
proforma.
Figure 20 : TRNSYS Proforma Design
In this particular work the second option was preferred to not to waste a lot of time in basic programming.
However, because of the time limits in producing this work and the compatibility issue between TRNSYS 17, Intel
Visual Fortran Compiler 11.1, MVS 2008 and Microsoft Windows 7 not getting sorted out, the complete designing
of this component is not completed. (See Appendix D: Fortran Program window in MVS 2008)
For this component the selected dimensions for the receiver were as follows. For boiler section, 200 DN 90 AISI
316L tubes with internal diameter (ID) of 85.4 mm. Similarly for SH section 100 DN 32 tubes with ID 33.1 mm and
for RH section 300 DN 32 tubes with diameter of 38.9 mm.
Ranjit Desai Conclusion
Masterβs Thesis
20
7 CONCLUSION The DSG is one of the ways of using immense solar energy to generate electricity and the complex factor of using
synthetic oil or molten salts is also eliminated because of use of water as a working fluid. The complex nature of
CT receiver architecture is still a matter of complex engineering. During this project I learnt to deal with such
complex thermo-physical phenomenon in process.
The selected architecture of CT receiver on the basis of literature review is the most recent design studied for the
maximum efficiency. It also addresses issues such as radiation spillage and economically cheap option. The
mathematical model developed of this receiver design explains the heat-transfer phenomena in and around the
receiver components.
The complete power block was designed for the regenerative Rankine power generation cycle for the large scale
power plant of 123 MW to decide the optimized mass flow rate. The determination of this mass flow rate was
important from the objective of establishing the heat transfer phenomena and to apply the physical constraints to
the receiver. The components such as turbines, feed water heater, heat exchangers, pump and condenser.
The selection process of the optimized design was a trade-off between thermal performance, practical feasibility of
available solutions and financial expenditures for the material. The selected design will be eventually used for the
component design in FORTRAN. TRNSYS will then take inputs from such a component to run the required
simulations for the CT solar thermal PP.
The latest commercial solar thermal PP will be put into production in near future will be based upon DSG using
CTS. This technology is seen to push forward the developments in solar thermal sector. If Ivanpah proves its
efficacy, this technology will set the ball rolling in wide scale commercialization of solar thermal technologies. Such
sustainable means of energy production is the need of the hour.
This project undertaken at KTH Heat and Power Division in the context to develop dynamic simulation of DSG PP
was a rewarding experience and gain me the opportunity to learn in detail about a CT receiver system. The
opportunity to be a part of one of the core research group and to work with experts can be the highlight of this
internship, least to mention. It allowed me to integrate and apply the inter-disciplinary courses which I had
undertaken throughout this ME3 program.
Ranjit Desai References
Masterβs Thesis
21
8 REFERENCES
[1] Co2now.org, βCO2 Now.β [Online]. Available: http://co2now.org/. [Accessed: 17-May-2013].
[2] Eia.gov, βAEO Table Browser - Energy Information Administration,β 2013. [Online]. Available: http://www.eia.gov/oiaf/aeo/tablebrowser/#release=IEO2011&subject=0-IEO2011&table=1-IEO2011®ion=0-0&cases=Reference-0504a_1630. [Accessed: 17-Jun-2013].
[3] E. Matrinot, βRenewables Global Futures Report 2013,β Paris, France, 2013.
[4] T. W. Africa, βArchimedes Through the Looking Glass,β The Classical World, vol. 68, no. 5, pp. 305β308, 1975.
[5] C. M. Meyer, βFrom troughs to triumph: SEGS and gas,β Ee pulblishers.co.za, 22, p. 1, Apr-2013.
[6] (Internationl Energy Agency) IEA, βConcentrating solar power roadmap, 2010,β Paris, France, 2010.
[7] BrightSource, βBrightSource Ivanpah | Proven Leadership in Solar Energy,β 2013. [Online]. Available: http://ivanpahsolar.com/.
[8] NREL, βNREL: Concentrating Solar Power Projects - Ivanpah Solar Electric Generating System,β 2013. [Online]. Available: http://www.nrel.gov/csp/solarpaces/project_detail.cfm/projectID=62. [Accessed: 06-May-2013].
[9] H. L. Zhang, J. Baeyens, J. DegrΓ¨ve, and G. CacΓ¨res, βConcentrated solar power plants: Review and design methodology,β Renewable and Sustainable Energy Reviews, vol. 22, pp. 466β481, Jun. 2013.
[10] Sargent&Lundy, βAssessment of Parabolic Trough and Power Tower Solar Technology Cost and Performance Forecasts. NREL/SR-550-34440.,β Chicago, Illinois, USA, 2003.
[11] NREL, βNREL: Concentrating Solar Power Projects - Parabolic Trough Projects,β 2011. [Online]. Available: http://www.nrel.gov/csp/solarpaces/parabolic_trough.cfm. [Accessed: 11-Jul-2013].
[12] COBRA-Group, βCobra Group - Welcome,β 2013. [Online]. Available: http://www.grupocobra.com/. [Accessed: 11-Jul-2013].
[13] βSolar Millennium AG - Home,β 2013. [Online]. Available: http://www.solarmillennium.de/index,lang2.html. [Accessed: 11-Jul-2013].
[14] NREL, βNREL: TroughNet - Parabolic Trough Solar Field Technology,β 2010. [Online]. Available: http://www.nrel.gov/csp/troughnet/solar_field.html. [Accessed: 10-Jul-2013].
[15] Green-Planet-Solar-Energy.com, βSolar Steam Generator: AndaSol-1,β 2012. [Online]. Available: http://www.green-planet-solar-energy.com/solar-steam-generator-2.html. [Accessed: 11-Jul-2013].
[16] Green-India, βThe Solar Thermal Breakthrough: Ausraβs Compact Linear Fresnel Reflector (CLFR) and Lower Temperature Approach,β Mumbai, India, 2010.
[17] βAPP - Current Research > Solar thermal energy > CLFR technology.β [Online]. Available: http://www.physics.usyd.edu.au/app/research/solar/clfr.html. [Accessed: 10-Jul-2013].
[18] NREL, βNREL: Concentrating Solar Power Projects - Puerto Errado 2 Thermosolar Power Plant,β 2012. [Online]. Available: http://www.nrel.gov/csp/solarpaces/project_detail.cfm/projectID=159. [Accessed: 30-May-2013].
[19] NREL, βNREL: Concentrating Solar Power Projects - Dhursar.β [Online]. Available: http://www.nrel.gov/csp/solarpaces/project_detail.cfm/projectID=272. [Accessed: 11-Jul-2013].
Ranjit Desai References
Masterβs Thesis
22
[20] NREL, βNREL: Concentrating Solar Power Projects - Alba Nova 1.β [Online]. Available: http://www.nrel.gov/csp/solarpaces/project_detail.cfm/projectID=221. [Accessed: 11-Jul-2013].
[21] Green-Rhino-Energy-Ltd., βConcentrated Solar Thermal | Technologies,β 2013. [Online]. Available: http://www.greenrhinoenergy.com/solar/technologies/cst_technologies.php. [Accessed: 11-Jul-2013].
[22] Solar-Euro-Med, βThermodynamic Solar Concentration in | Solar Euromed,β 2012. [Online]. Available: http://www.solareuromed.com/fr/. [Accessed: 11-Jul-2013].
[23] βConcentrated Solar Power:Parabolic Dish,β 2008. [Online]. Available: https://www.mtholyoke.edu/~wang30y/csp/ParabolicDish.html. [Accessed: 11-Jul-2013].
[24] NREL, βNREL: Concentrating Solar Power Projects - Dish/Engine Projects,β 2011. [Online]. Available: http://www.nrel.gov/csp/solarpaces/parabolic_trough.cfm. [Accessed: 11-Jul-2013].
[25] NREL, βNREL: Concentrating Solar Power Projects - Gemasolar Thermosolar Plant,β 2011. [Online]. Available: http://www.nrel.gov/csp/solarpaces/project_detail.cfm/projectID=40. [Accessed: 11-Jul-2013].
[26] Torresol-Energy, βTorresol Energy - Gemasolar thermosolar plant,β 2010. [Online]. Available: http://www.torresolenergy.com/TORRESOL/gemasolar-plant/en. [Accessed: 16-Apr-2013].
[27] (Siemens AG), βSST-900 Industrial Steam Turbines,β Erlangen, Germany, 2009.
[28] J. D. Spelling, βSteam Turbine Optimisation Solar Thermal Power Plant Operation for,β KTH Royal Institute of Technology, Stockholm, Sweden, 2011.
[29] D. Cooke, βModeling of Off-Design Multistage Turbine Pressures by Stodolaβs Ellipse,β in Energy Incorporated, 1983.
[30] J. D. Spelling, βHybrid Solar Gas-Turbine Power Plants A Thermoeconomic Analysis,β KTH Royal Institute of Technology, Stockholm, Sweden, 2013.
[31] F. P. Incropera, D. P. Dewitt, T. L. Bergman, and A. S. Lavine, Fundamentals of Heat and Mass Transfer, 7th ed. John Wiley & Sons, Inc., 2011, p. 1076.
[32] O. Behar, A. Khellaf, and K. Mohammedi, βA review of studies on central receiver solar thermal power plants,β Renewable and Sustainable Energy Reviews, vol. 23, pp. 12β39, Jul. 2013.
[33] Q. Yu, Z. Wang, E. Xu, X. Li, and M. Guo, βModeling and dynamic simulation of the collector and receiver system of 1MWe DAHAN solar thermal power tower plant,β Renewable Energy, vol. 43, pp. 18β29, Jul. 2012.
[34] R. Ben-Zvi, M. Epstein, and a. Segal, βSimulation of an integrated steam generator for solar tower,β Solar Energy, vol. 86, no. 1, pp. 578β592, Jan. 2012.
[35] M. J. Wagner, βSimulation and Predictive Performance Modeling of Utility-Scale Central Receiver System Power Plants by,β University of Wisconsin-Madison, 2008.
[36] T. H. Mehlitz, Temperature Influence and Heat Management Requirements of Microalgae Cultivation in Photobioreactors. GRIN Verlag, 2009, p. 152.
[37] T. Taumoefolau, S. Paitoonsurikarn, G. Hughes, and K. Lovegrove, βExperimental Investigation of Natural Convection Heat Loss From a Model Solar Concentrator Cavity Receiver,β Journal of Solar Energy Engineering, vol. 126, no. 2, p. 801, 2004.
[38] Siebers and Kraabel, βEstimating convective energy losses from solar central receivers- SAND-84-8717,β Livermore, CA (USA), 1984.
Ranjit Desai References
Masterβs Thesis
23
[39] AS, βPressure Rating Tables for Stainless Steel Pipe Notes to the tables of allowable working pressures.,β 2010.
[40] S. G. Khandilkar, M. Shoji, and V. K. Dhir, Handbook of Phase Change: Boiling and Condensation. Philadelphia, USA: Taylor & Francis, 1999, p. 788.
[41] G. E. Hewitt, βGas-Liquid Flow,β in in Handbook of Heat Exchanger Design, G. E. Hewitt, Ed. New York, United States of America, 1992, pp. 1β33.
[42] M. (BrightSource) Bobinecz, βBrightSource Energy Ivanpah Solar Electric,β 2012.
[43] S. Teir and A. Kulla, βSteam/Water Circulation Design,β Helsinki, 2002.
Ranjit Desai Appendix
Masterβs Thesis
24
APPENDIX
Appendix A: Tube Selection Handbook for AISI 316L
Tem
pera
ture
0 C32
535
037
540
042
545
047
550
052
555
057
560
062
565
067
570
0
DND_
out
Sch
No
Thic
knes
s
mm
mm
2533
.40
5S1.
6510
.60
10.3
010
.10
10.0
09.
909.
809.
709.
609.
609.
308.
607.
305.
904.
503.
502.
70
33.4
010
S2.
7718
.30
17.8
017
.50
17.4
017
.20
16.9
016
.70
16.6
016
.60
16.1
014
.90
12.7
010
.20
7.80
6.10
4.70
33.4
040
S3.
3822
.70
22.2
021
.80
21.6
021
.40
21.0
020
.80
20.6
020
.60
20.0
018
.50
15.7
012
.60
9.70
7.60
5.80
33.4
080
S4.
5531
.70
30.9
030
.30
30.0
029
.80
29.2
029
.00
28.7
028
.70
27.9
025
.70
21.9
017
.60
13.5
010
.60
8.10
3242
.16
5S1.
658.
308.
107.
907.
907.
807.
707.
607.
507.
507.
306.
705.
704.
603.
502.
802.
10
42.1
610
S2.
7714
.30
13.9
013
.70
13.5
013
.40
13.2
013
.10
12.9
012
.90
12.6
011
.60
9.90
7.90
6.10
4.80
3.70
42.1
640
S3.
3818
.70
18.2
017
.90
17.7
017
.60
17.2
017
.10
16.9
016
.90
16.4
015
.20
12.9
010
.40
8.00
6.20
4.80
42.1
680
S4.
5526
.20
25.5
025
.10
24.8
024
.60
24.2
024
.00
23.7
023
.70
23.1
021
.30
18.1
014
.60
11.2
08.
706.
70
4048
.26
5S1.
657.
207.
006.
906.
806.
806.
706.
606.
506.
506.
405.
905.
004.
003.
102.
401.
90
48.2
610
S2.
7712
.40
12.1
011
.80
11.7
011
.60
11.4
011
.30
11.2
011
.20
10.9
010
.00
8.60
6.90
5.30
4.10
3.20
48.2
640
S3.
6816
.70
16.3
016
.00
15.9
015
.70
15.4
015
.30
15.2
015
.20
14.7
013
.60
11.6
09.
307.
105.
604.
30
48.2
680
S5.
0823
.70
23.1
022
.70
22.5
022
.30
21.9
021
.70
21.5
021
.50
20.9
019
.30
16.4
013
.20
10.1
07.
906.
10
5060
.33
5S1.
655.
705.
605.
505.
405.
405.
305.
205.
205.
205.
104.
704.
003.
202.
501.
901.
50
60.3
310
S2.
779.
809.
509.
409.
309.
209.
009.
008.
908.
908.
608.
806.
805.
404.
203.
302.
50
60.3
340
S3.
9114
.10
13.7
013
5.00
13.3
013
.20
13.0
012
.90
12.7
012
.70
12.4
011
.40
9.70
7.80
6.00
4.70
3.60
60.3
380
S5.
5420
.40
19.9
019
.60
19.4
019
.20
18.9
018
.70
18.5
018
.50
18.0
016
.60
14.2
011
.40
8.70
6.80
5.20
6573
.03
5S2.
116.
105.
905.
805.
805.
705.
605.
605.
505.
505.
304.
904.
203.
402.
602.
001.
60
73.0
310
S3.
058.
908.
608.
508.
408.
308.
208.
108.
008.
007.
807.
206.
104.
903.
803.
002.
30
73.0
340
S5.
1615
.40
15.0
014
.80
14.6
014
.50
14.2
014
.10
14.0
014
.00
13.6
012
.50
10.7
08.
606.
605.
104.
00
73.0
380
S7.
0121
.50
20.9
020
.50
20.4
020
.20
19.8
019
.60
19.4
019
.40
18.9
017
.40
14.9
011
.90
9.20
7.20
5.50
8088
.90
5S2.
115.
004.
804.
804.
704.
704.
604.
504.
504.
504.
404.
003.
402.
802.
101.
701.
30
88.9
010
S3.
057.
207.
106.
906.
906.
806.
706.
606.
606.
606.
405.
905.
004.
003.
102.
401.
90
88.9
040
S5.
4913
.40
13.0
012
.80
12.7
012
.60
12.3
012
.20
12.1
012
.10
11.8
010
.90
9.30
7.40
5.70
4.50
3.40
88.9
080
S7.
6219
.00
18.5
018
.20
18.0
017
.80
17.5
017
.40
17.2
017
.20
16.7
015
.40
13.1
010
.50
8.10
6.30
4.90
9010
1.60
5S2.
114.
304.
204.
104.
104.
104.
004.
003.
903.
903.
803.
503.
002.
401.
901.
401.
10
101.
6010
S3.
056.
306.
206.
006.
005.
905.
805.
805.
705.
705.
605.
104.
403.
502.
702.
101.
60
101.
6040
S5.
7412
.20
11.9
011
.60
11.5
011
.40
11.2
011
.10
11.0
011
.00
10.7
09.
908.
406.
805.
204.
103.
10
101.
6080
S8.
0817
.50
17.1
016
.80
16.6
016
.50
16.2
016
.00
15.9
015
.90
15.4
014
.20
12.1
09.
707.
505.
804.
50
100
114.
305S
2.11
3.80
3.70
3.70
3.60
3.60
3.50
3.50
3.50
3.50
3.40
3.10
2.70
2.10
1.60
1.30
1.00
114.
3010
S3.
055.
605.
505.
405.
305.
305.
205.
105.
105.
104.
904.
503.
903.
102.
401.
901.
40
114.
3040
S6.
0211
.30
11.0
010
.80
10.7
010
.60
10.4
010
.30
10.2
010
.20
10.0
09.
207.
806.
304.
803.
802.
90
114.
3080
S8.
5616
.40
16.0
015
.70
15.6
015
.40
15.1
015
.00
14.9
014
.90
14.4
013
.30
11.4
09.
107.
005.
504.
20
125
141.
305S
2.77
4.10
4.00
3.90
3.90
3.80
3.80
3.70
3.70
3.70
3.60
3.30
2.80
2.30
1.70
1.40
1.00
141.
3010
S3.
405.
004.
904.
804.
804.
704.
604.
604.
604.
604.
404.
103.
502.
802.
201.
701.
30
141.
3040
S7.
119.
909.
609.
509.
409.
309.
109.
009.
009.
008.
708.
006.
805.
504.
203.
302.
50
141.
3080
S10
.97
14.7
014
.30
14.0
013
.90
13.8
013
.50
13.4
013
.30
13.3
012
.90
11.9
010
.20
8.20
6.30
4.90
3.80
Allo
wab
le W
orki
ng P
ress
ure
(MPa
)
Ranjit Desai Appendix
Masterβs Thesis
25
Appendix B: Optimized States from Power Block
T P H S X V U FR Cp
Temp. Pressure Enthalpy Entropy Quality Sp. Volume
Internal Energy
Mass flow rate
Specific Heat
0C bar kJ/kg kJ/kgK m3/kg kJ/kg kg/s kJ/kgK
Ranjit Desai Appendix
Masterβs Thesis
26
Appendix C: Gnatt Chart
34
56
78
910
1112
1314
1516
1718
1920
2122
2324
2526
2728
29
Lite
ratu
re R
evie
w
Sola
r The
rmal
Tec
hnol
ogie
s
Sola
r Cen
tral
Tow
er S
yste
ms
Ivan
pah
Sola
r The
rmal
Pow
er P
lant
Sum
mar
y
Rece
iver
Des
ign
Fina
lizin
g Re
ceiv
er A
rchi
tect
ure
MA
TLA
B M
odel
Pow
er B
lock
Des
ign
Mas
s Fl
ow R
ate
Opt
imiz
atio
n
Hea
t-Tr
ansf
er P
heno
men
a
Mid
-ter
m R
epor
t
Hea
t-Tr
ansf
er P
heno
men
a
Pres
sure
Los
s Ca
lcul
atio
ns
Tube
Sel
ecti
on
MA
TLA
B M
odel
Fin
aliz
atio
n
Fort
ran
Mod
el
Lite
ratu
re R
evie
w
TRN
SYS
Prog
ram
mer
's G
uide
Fort
ran
Com
pile
r and
Vis
ual S
tudi
o
Fort
ran
Prog
ram
Fina
l Rep
ort a
nd D
efen
se in
Mad
rid
Fort
ran
Prog
ram
TRN
SYS
Sim
ulat
ion
TRN
SYS
Mod
el
Resu
lt A
naly
sis
Proj
ect C
ompl
etio
n an
d KT
H p
rese
ntat
ion
Oct
ober
Sept
embe
rA
pril
May
June
July
Aug
ust
Ranjit Desai Appendix
Masterβs Thesis
27
Appendix D: Fortran Program window in MVS 2008
Ranjit Desai Appendix
Masterβs Thesis
28
Appendix E: Analysis Graphs for SH section and RH section
SH Section
Figure 21 : SH: Pressure Drop Vs No. of Tubes
Figure 22 : SH: Efficiency Vs No. of Tubes
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
PR
ES
SU
RE
DR
OP
(%
)
NO. OF TUBES
SH SECTION: PRESSURE DROP
H=30m
H=37.49m
H=40m
H=50m
20
30
40
50
60
70
80
90
100
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
EF
FIC
IEN
CY
(%
)
NO. OF TUBES
SH SECTION:THERMAL EFFICIENCY
H=30m
H=37.49m
H=50m
H=40
Ranjit Desai Appendix
Masterβs Thesis
29
Figure 23 : SH: Material Cost Vs No. of Tubes
RH Section
Figure 24 : RH: Pressure Drop Vs No. of Tubes
9000
509000
1009000
1509000
2009000
2509000
3009000
3509000
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
MA
TE
RIA
L C
OS
T (
US
D)
NO. OF TUBES
SH SECTION:MATERIAL COST
H=30m
H=37.49m
H=40
H=50
0
2
4
6
8
10
12
14
16
18
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
PR
ES
SU
RE
DR
OP
(%
)
NO. OF TUBES
RH SECTION: PRESSURE DROP
H=30m
H=37.49m
H=40m
H=50m
Ranjit Desai Appendix
Masterβs Thesis
30
Figure 25 : RH: Efficiency Vs No. of Tubes
Figure 26 : RH: Material Cost Vs No. of Tubes
0
20
40
60
80
100
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
EF
FIC
IEN
CY
(%
)
NO. OF TUBES
RH SECTION:THERMAL EFFICIENCY
H=30m
H=37.49m
H=50m
H=40
30000
110000
190000
270000
350000
430000
510000
590000
670000
750000
830000
910000
990000
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
MA
TE
RIA
L C
OS
T (
US
D)
NO. OF TUBES
RH SECTION:MATERIAL COST
H=30m
H=37.49m
H=40
H=50