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0018-9545 (c) 2021 IEEE. Personal use is permitted, but republication/redistribution requires IEEE permission. See http://www.ieee.org/publications_standards/publications/rights/index.html for more information.
This article has been accepted for publication in a future issue of this journal, but has not been fully edited. Content may change prior to final publication. Citation information: DOI 10.1109/TVT.2021.3104309, IEEETransactions on Vehicular Technology
Copyright (c) 2015 IEEE. Personal use of this material is permitted. However, permission to use this material for any other purposes must be obtained from the
IEEE by sending a request to [email protected].
Abstract— Energy feedback systems (EFSs) have been widely
applied in urban rail transit, and a power flow algorithm and
energy-saving evaluation of urban rail power supply systems with
EFSs are studied in this paper. First, trains, the reflux system, and
traction substations with EFSs are modeled, and the multimode
transitions are analyzed, including the maximum power state of
the EFS. Then, a modified AC/DC unified power flow algorithm
for the DC power supply system, which simplified the DC reflux
system is proposed, and a field case study based on a multiple train
scenario is presented to validate the algorithm. Furthermore,
system-level energy-saving evaluation indexes are applied
according to system power flow analysis. When the headway time
decreases, the proposed indexes decrease in general mainly as
there is more regenerative braking energy absorbed by adjacent
trains. The higher the load rates of the step-down substations are,
the more daily feedback energy is utilized. When the start voltage
of the EFS ranges from 1650 V to 1770 V, the maximum energy-
saving rate reaches 11.9%, which occurs when the start voltage is
1670 V. When the no-load voltage is relatively high, the start
voltage should not be higher than 1750 V to keep the system
running in high efficiency. These results can provide advice for the
design and operation of traction power supply systems with EFSs.
Index Terms—Unified AC/DC power flow, energy
feedback system (EFS), energy-saving evaluation
I. INTRODUCTION
N recent years, urban rail transit has been constructed in large
and medium-sized cities worldwide. In DC traction power
supply systems, if the regenerative energy is not fully recovered
by adjacent trains, the energy will be dissipated into onboard
resistors or in mechanical braking, contributing to energy waste
and thermal loss. Several technologies have been adopted to
utilize regenerative braking energy. Energy storage devices can
be introduced to reinject electricity through DC buses, such as
supercapacitors, new batteries, and flywheels [1]-[3]. Energy
feedback systems (EFSs) have also been widely applied.
In urban rail, two 12-pulse rectifier units operate in parallel
to form a 24-pulse DC output by ±7.5° phase shifting at the
primary side. The AC side of the EFS can be connected to the
primary side of the power rectifier transformer through a
dedicated medium voltage transformer, as shown in Fig. 1. (a).
The AC side of the EFS can also be connected to the secondary
side of the auxiliary transformer through a dedicated
transformer, as shown in Fig. 1. (b) [4]. In [5], an EFS model
was designed and verified in simulation and field tests. In [6],
the operating characteristics of EFSs were studied and
optimized for system design and optimization.
With the wide application of EFSs, the power supply
calculation algorithm needs to be further studied. An AC/DC
hybrid iteration algorithm considering the regenerative braking
conditions and the connection between the converters was
discussed in [7]. However, rectifier and inverter devices are
uniformly modeled without considering power reversal during
inversion. In [8], train movement and electrical networks were
modeled by a new method. In [9], the Newton-Raphson power
flow algorithm was applied to AC/DC power systems. In [10],
a detailed model of the R-L-fed inverting substation was
presented and applied in the mentioned system. A hybrid
AC/DC calculation algorithm of a traction power supply system
for urban rail was studied in [10-12], but an EFS model was not
considered. In [13] and [14], different types of traction
substations, including inverting substations, were modeled, but
an EFS model was not mentioned. In [15], an EFS was modeled
as a thyristor, but power inversion was not considered. In [16]-
[20], a reasonable steady-state model for a voltage source
converter (VSC) was created, and an alternative algorithm of
the AC/DC hybrid system power flow was proposed. However,
the alternative algorithm was applied to high-voltage direct
current (HVDC) transmission. It is noteworthy that the moving
load model in urban rail is quite different from the load model
of an HVDC system. In [21]-[23], hybrid and unified AC/DC
calculation algorithms of the traction power supply system were
studied.
Energy-saving evaluations also need to be studied. In [23],
system-level energy-saving evaluation indexes were proposed.
Modified AC/DC Unified Power Flow and
Energy-saving Evaluation for Urban Rail Power
Supply System with Energy Feedback Systems
Wei Liu, Member, IEEE, Jian Zhang, Hui Wang, Tuojian Wu, Ying Lou, and Xiaowen Ye
I
Bus I Bus II AC
Middle
Voltage
DC
AC
low
voltage
AC
middle
voltage
DC
Bus I Bus II
AC
low
voltage
(a) (b)
Fig. 1. Structure of EFS: (a) Middle voltage EFS; (b) Low voltage EFS.
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A case was simulated, and the energy savings rate was 8.71%.
In [24], an energy audit was implemented in a DC system, and
the regenerative braking of trains could achieve 27% energy
savings. In [25], the energy flow in a DC system was analyzed;
the energy consumption of traction substations and the
efficiency of usable regenerative braking energy were
compared between systems with and without EFSs.
In this paper, a unified AC/DC power flow algorithm for
urban rail considering the multimode transition of traction
substations with EFSs considering Bang-bang control is
proposed. The multiple operation modes of traction substations
include the rectifier mode, the turn-off mode, and the inverter
mode. The control strategy of stabilizing traction network
voltage and compensating reactive power is presented. In this
paper, system-level energy-saving evaluation indexes that
consider the energy returned to the main substations are
proposed, including the daily feedback energy, energy feedback
rate, and system-level energy-saving rate. A subway is tested in
the field to verify the algorithm. The load processes of traction
substation and energy are compared. In addition, different
headway times, load rates of step-down substations, and start
voltages of the EFS are discussed.
II. MODEL OF THE TRACTION POWER SUPPLY SYSTEM
The traction power supply system includes traction
substations, step-down substations, traction networks, and
trains. Step-down substations are modeled as PQ loads. Trains
are modeled as movable loads according to the operating
timetable [26]. For DC traction substations installed with an
EFS, there are three working modes: rectifier mode, turn-off
mode, and inverter mode.
A. Trains
In the power supply system of urban rail, trains can be
equivalently modeled as constant current sources or constant
power sources.
For the constant current source model, the current can be
obtained from the field test data or simulation results. The
mathematical model is
( , )=I f T p (1)
where I is the current of the train, T is the time and p is the
position of the train.
Fig. 2. shows the equivalent model of the constant current
source of the train, which is applied in this paper.
B. The Reflux System
In urban rail transit, the reflux system includes the rail, the
stray current collection network, and the earth [33]. In this paper,
the stray current collection network is neglected. For the
realization of fast calculation, the distributed parameters of the
reflux system should be converted to lumped parameters. The
distributed parameter model is shown in Fig. 3. The equivalent
lumped parameter model is shown in Fig. 4. In which, x, x1 and
x2 are positions; i(x), i(x1) and i(x2) are the current; u(x), u(x1)
and u(x2) are rail potential. R is the longitudinal resistance of
rail per unit
I=f (T,p)
Traction
network
Rail
Fig. 2. The equivalent constant current model of the train.
Earth
Rail...
...
R dx
Rg/dx
i(x)
u(x)
x x+dx
Fig. 3. The distributed parameter model of the reflux system.
yg
zr
yg
i(x1) i(x2)
u(x1) u(x2)
x1 x2 Fig. 4. The lumped parameter model of the reflux system.
length; Rg is the insulation resistance of rail to ground per unit
length. The longitudinal resistance of rail is zr; the insulation
resistance of rail to the ground is yg. The infinitesimal is dx. In
the distributed model, i(x) and u(x) are:
( ) ( )
( )( )
/x
du x i x Rdx
u xdi x
R dx
= −
= −
(2)
The general solutions are
1 2
1 2
( ) 2
( )
2
x
x
C Ce
i x
u x C Ce
−
+
= −
H (3)
In which, =g
R
R ; C1 and C2 are determined by the boundary
conditions in the section; H and its inverse matrix, H-1 are:
1 1
1 1
g gRR RR
= −
H (4)
1 11 12-1
2 21 22
h h
h h
= =
hH
h (5)
For the two ports, x1 and x2, their relationship is:
2 1
2 1
( )2 1
( )2 1
( ) ( )
( ) ( )
x x
x x
i x e i x
u x u xe
−
− −
=
1
2
hH
h (6)
From (7), i(x2) is
2 1 1 2 1( )=c ( )+c ( )i x i x u x (7)
In which, c1 and c2 are:
( ) ( )
( ) ( )
2 1 2 1
11 21
2 1 2 1
22
' '1
' '2 12
c =
c =
x x x x
x x x x
h e h e
h e h e
− − −
− − −
+
+
(8)
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Ps,Qs
1:kt
Id
Utposr Utnegr
Ut
Us θs,φs
Fig. 5. Interface model of the rectifier.
When the system is expressed as the lumped model as Fig.
4., according to the KCL and KVL, i(x2) can be expressed as:
2 g 1 1( ) (1 ) ( ) (2 ) ( )r g g ri x y z i x y y z u x= + − + (9)
For the x1- x2 section, zr, and yg can be obtained as:
2
1
2
2g
1
1
1
r
cz
c
cy
c
−=
= − +
(10)
C. Traction Substations in Rectifier Mode
The interface model of the rectifier unit is shown in Fig. 5.
[27]. At the AC side of the rectifier unit, Us is the node voltage,
θs is the phase angle, φs is the power factor angle, and Ps and Qs
are the active power and reactive power, respectively. At the
DC side of the rectifier unit, Ut is the voltage between the
positive and negative nodes, Id is the rectifier current, kt is the
transformation ratio of the rectifier transformer, and Utposr and
Utnegr represent the positive and negative bus voltages,
respectively. ηT is the efficiency of the rectifier unit, taking 0.98;
XC is the converter reactance of a single bridge; nt is the number
of converter bridges, taking 24; and k is a constant of 0.995.
To simplify the model, the influence of the phase shift
process is neglected. The AC/DC power supply calculation
model of the rectifier unit is shown in (11).
t ds
T
s t d s
t tposr tnegr
t s C d
t
=
=
=
3 2 3 =
3 2 = cosγ t s s
U IP
η
Q U I tanφ
U U -U
k U X Iπ πn
k k U φπ
−
(11)
When the traction substations are in rectifier mode, ΔPsr and
ΔQsr are power deviations at the AC side of the traction
substation; ΔItposr and ΔItnegr are the current deviations of the
positive and negative nodes at the DC side, as shown in (12).
( )
( )
sr s s s s s t d
=1
sr s s s s s t d s
=1
tposr d tpos
=1
tnegr d tneg
=1
cos sin
sin cos tan
M
i i i i i
i
M
i i i i i
i
N
j j
j
N
j j
j
P U U G B U I
Q U U G B U I
I I U G
I I U G
= − + −
= − − −
= −
= − −
(12)
where at the AC side, M is the number of AC nodes; Ui is the
node voltage; Gsi is the conductance between node s and node
i; Bsi is the susceptance between node s and node i; θsi is the
voltage phase angle between node s and node i. At the DC side,
N is the number of DC nodes; Uj is the node voltage; Gtposj is the
conductance between positive node t and node j; Gtnegj is the
conductance between negative node t and node j.
The modified equations with Id and φs as variables are:
1 t t s C d
t
2 t γ t s s
3 2 3
3 2cos
d U k U X In
d U k k U
= − +
= −
(13)
D. Traction Substations in Turn-off Mode
When the traction network voltage is between the no-load
voltage of the rectifier unit and the start voltage of the EFS, the
traction substations work in turn-off mode. The AC side power
deviations, ΔPso and ΔQso, are shown in (14).
( )
( )
so s i si si si si
i=1
so s i si si si si
i=1
cos sin
sin cos
M
M
P U U G B
Q U U G B
= +
= −
(14)
E. Traction Substations in Inverter Mode
When the traction network voltage exceeds the start voltage
of the EFS, the traction substations work in inverter mode. The
DC output characteristics are shown in Fig. 6. The voltage and
the injection current of the converter at the DC side are Ut and
Ir, respectively. The start voltage of the EFS is Uset, and the
corresponding maximum current is Imax. The rated power is PN.
The EFS consists of the voltage source converter bridge, the
converter reactor, and the DC capacitor [28]. A basic
schematic is shown in Fig. 7. The voltage and injected power
at the AC side of the EFS are Us∠θs,Ps+jQs. The equivalent
impedance of the converter is Rs+jXs. The voltage and
injection power at the converter bridge side are Uc∠θc, Pc+jQc.
Set δs=θs-θc, 2 2
s s s1= +Y R X and αs=arctan (Xs/Rs). The AC/DC
power supply calculation model of the EFS is shown in (15).
( )
( )
( )
2s ss s t s s s s s s
2s ss s t s s s s s
2
2s s s st r s t s s s t s s
cos cos2
sin sin2
cos cos2 2
mP U U Y U Y
mQ U U U Y
m mU I U U Y U Y
= − + +
= − + +
= − −
(15)
where μs is the utilization rate of DC voltage, μs[0,1]; ms is the
modulation degree, ms[0,1].
When the traction substations work in inverter mode, ΔPsi
and ΔQsi are the AC side node power deviations of the traction
substations, and ΔItposj and ΔItnegj are the current deviations of
the positive and negative nodes on the DC side. They are shown
in (16).
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4
Ir
Ut
PN
Uset
Imax0
a b
c
Fig. 6. DC output characteristic of EFS.
Ps,Qs
Us θs
Pc,Qc Ir
UtRs Xs
Utposr Utnegr
Uc θc
Fig. 7. Basic schematic of EFS.
Rectifier
Mode
Ut Ud0
βUset Ut
Ir 0
Ut<Ud0
Turn-
off
Mode
Inverter
Mode 1
Inverter
Mode 2
P PN
Ut<βUset
Fig. 8. Multimode transition process.
( )
( )
( )
( )
s s s s s s
=1
2s
s t s s s s s s
s s s s s s
=1
2s
s t s s s s s s
tpos r tpos
=1
tneg r tneg
=
cos sin
cos cos2
sin cos
sin sin2
M
i i i i i i
i
M
i i i i i i
i
N
j j j
j
j j j
j
P U U G B
mU U Y U Y
Q U U G B
mU U Y U Y
I I U G
I I U G
= − +
+ + −
= − −
+ + −
= −
= − −
1
N
(16)
There are four control strategies for the EFS: 1) constant
control of Us and Ut; 2) constant control of Qs and Ut; 3)
constant control of Us and Ps; 4) constant control of Ps and Qs.
The second control strategy is applied to achieve the function
of reactive power compensation and stabling traction network
voltage in this paper. The set reactive power is Qset. During the
operation of the EFS, the AC side voltage fluctuates due to the
change in load, and the no-load voltage of the rectifier unit also
fluctuates correspondingly. Considering the dynamic
adjustment of the start voltage, the voltage fluctuation
coefficient is set as β, which is the ratio of the voltage at the AC
side of the traction substation to the rated voltage at the AC side.
The modified equations with Ir, δs, and ms are shown in (17)
considering the power limitation.
When P<PN, the ∆d4 corresponds to ab part in Fig. 6. and the
inverter mode 1 in Fig. 8; when P≥PN, the ∆d4 corresponds to
bc part in Fig. 6. and the inverter mode 2 in Fig. 8.
( ) ( ) ( )
( ) ( )
22
3 t r s s t s s s s t s s
t set
4
t r
25 s s t s s s s s s set
2 cos 2 cos
2 sin sin
N
N N
d U I m U U Y m U Y
U U P Pd
P U I P P
d m U U Y U Y Q
= − − +
− =
−
= − + + −
(17)
F. Multimode Transitions of Traction Substations
For each iteration of power flow, it is necessary to determine
the working mode of traction substations according to Ut, Id and
Ir. The multimode transition rules of the traction substations are
shown in Fig. 8. Ud0 is the no-load voltage of the rectifier unit.
The bang-bang control is adopted when judging the states.
Let S(k) be the state of the traction substation of the kth iteration,
and S(k+1) be the state of the traction substation of the k+1th
iteration. The traction substation state switching control
strategy is (18), in which the W1 is the voltage width, and W2 is
the current width. In the following part, W1 is 10V, and W2 is
5A. ( )
0
( )
0 U
( )
0
( )
0 U
( )
I( 1)
( )
Rectifier & Rectifier when
Turn-off &
Rectifier &
Turn-off when Turn-off &
Inverter 1 &
Turn-of
Inverter 1 when
k
t d
k
t d
k
t d
k
d t set
k
rk
k
S U U
S U U W
S U U
S U W U U
S I WS
S
+
−
−
−=
=
=
=
=
=
=
( )
I N
( )
U
( )
N
( )
U
f &
Inverter 1 & &
Inverter 2 &
Inverter 1& Inverter 2 when
Inverter 2 &
t set
k
r
k
t set
k
k
t set
U U
S I W P P
S U U W
S P P
S U U W
− −
−
=
=
=
=
(18)
III. MODIFIED AC/DC UNIFIED POWER FLOW ALGORITHM IN
URBAN RAIL POWER SUPPLY SYSTEM
A. The simplification of the DC reflux system
The voltage of the traction substations is the difference
between the traction network and the rail. When calculating
power flow, the traditional algorithms calculate the voltage of
the traction network voltage and the rail separately, which is not
necessary. If the traction network and the rail node can be
merged as one node, the number of the DC nodes will decrease,
which is helpful to speed up the calculation, while the voltage
of traction substations and trains can still be obtained. The
simplification of the DC side equivalent circuit is shown in Fig.
9.
Before simplification, there are traction network nodes and
rail nodes. In the traction substation, the positive nodes
correspond to traction nodes, and the negative nodes correspond
to rail nodes. The voltage and injection current of the traction
network node is Up and Ip; the voltage and injection current of
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the rail node is Un and In. zt and zr are the traction network
resistance
...
traction
network
rail
earth
yg
zr
zt
+traction
substation
—
train
Ip
In +
—
train
Ip
Up
Un
Up - Un
traction network node
rail node
merged node
traction
substation
earth
Before simplification After simplification Fig. 9. The simplification of the DC side equivalent circuit.
and the longitude resistance of rail. The relationship of current
and voltage is:
=
p 11 12 p
n 21 22 n
I Y Y U
I Y Y U (19)
In which Y11, Y12, Y21, and Y22 are the parts of the admittance
matrix. Up, Ip, Un, and In are the vectors of all Up, Ip, Un, and In.
It can be found that Ip=-In. To speed the calculation, the
traction network nodes and rail nodes are merged. For the newly
merged node, its voltage is the difference between the traction
network node and rail node, while the current is that of the
traction network node. The relationship of current and voltage
is:
( )= − np eq pI Y U U (20)
In which Yeq= (Y11+ Y12·a) (1-a)-1, a=- (Y 12+Y 22) -1(Y11+Y21).
B. Unified AC/DC Power Flow Algorithm
When adopting the unified AC/DC power flow algorithm in
an urban rail power supply calculation, the per-unit value
system is the same as in [10]. The unified AC/DC power flow
algorithm is shown in Fig. 10.
In the algorithm, before the calculation starts, the parameters
are input, including the traction calculating results, the system
structure information, the parameters of each component, like
the capacity of transformers, the operation timetable of trains,
iteration error ε, and the maximum iteration number nmax.
Through the traction calculating results and the system
structure information, the locations and current demand of
trains can be attained, and the DC side conductance matrix can
also be obtained.
After the initialization of iteration time k, voltage, and
working mode of traction substations, the admittance matrix of
the AC and DC side is merged, and the mismatch vector F is
calculated. All the mismatch equations and corrections
equations are collected into vector-matrix F and D as shown in
(21).
=[ ]
=[ ]
=
T
pv ac ac trac dc
T
pv ac ac trac dc
F ΔP ,ΔP ,ΔQ ,ΔF ,ΔI
D Δθ ,Δθ ,ΔU ,ΔD ,ΔU
F J D
(21)
where ∆Ppv and ∆θpv are the active power mismatch vectors and
phase correction vectors of the PV nodes; ∆Pac, ∆Qac, ∆θac and
∆Uac are the active power mismatch vectors, reactive power
mismatch vectors, voltage phase correction vectors, and
magnitude corrections of the PQ nodes except for the AC nodes
of the traction substations. ∆Ftrac and ∆Dtrac are the mismatches
Start
Set simulation
time t as 0
DC side
conductance matrix
is obtained.
Set the iteration time k=0 and the
convergence accuracy ε. Set AC
side voltage as 1 0°and DC
voltage as 1. Set initial working
mode of each traction substation as
rectifier mode.
Deviation vector F is created
A
A
max(F) < ε or
k nmax
Establish the jacobian
matrix J. Solve the
modified vector D for
the kth iteration.
Update each node value
according to D
Do the working modes of the
traction substations change?
Update node
type
Y
t=t+1
t >
headway
time?
Y
End
Y
B
N
AC/DC nodes admittance matrix
Y is obtained.
N
N
B
Fig. 10. Unified AC/DC power flow algorithm.
vectors and correction vectors of the traction substations. ∆Idc
and ∆Edc are the current mismatch vectors and voltage
magnitude correction vectors of the DC nodes, which do not
contain the DC nodes of the traction substations or the rail
nodes. J is the Jacobian matrix. ∆Ftrac and ∆Dtrac are shown in
(22). When the mode changes, the matrix dimensions of F, J,
and D will also change.
3 4 5
if rectifier mode, [ ]
= if turn-off mode,[ ]
if inverter mode, [ ]
if rectifier mode, [ (
=
T
sr sr 1 2 tposr
T
trac so so
T
si si tposi
sr sr d s tp
trac
ΔP ,ΔQ ,Δd ,Δd ,ΔI
ΔF ΔP ,ΔQ
ΔP ,ΔQ ,Δd ,Δd ,Δd ,ΔI
Δθ ,ΔU ,ΔI ,Δφ , ΔU
ΔD
)]
if turn-off mode, [ ]
if inverter mode, [ ( )]
−
−
T
osr tnegr
T
so so
T
si si r s s tposi tnegi
ΔU
Δθ ,ΔU
Δθ ,ΔU ,ΔI ,Δδ ,Δm , ΔU ΔU
(22)
where for the AC nodes of the traction substations in rectifier
mode, turn-off mode, and inverter mode, ∆Psr, ∆Pso, and ∆Psi
are the active power mismatch vectors; ∆Qsr, ∆Qso, and ∆Qsi
are the reactive power mismatch vectors; ∆θsr, ∆θso, and ∆θsi
are the voltage angle correction vectors; and ∆Usr, ∆Uso and
∆Usi are the voltage magnitude correction vectors. When the
traction substations are in rectifier mode, ∆d1 and ∆ d2 are the
mismatch vectors, and ∆Id and ∆φs are the correction vector of
the DC current and the power factor angle of the AC side,
respectively; ∆Itposr is the correction vectors of the positive DC
current; and (∆Utposr - ∆Utnegr) is the correction vectors of the
difference between the positive DC voltage and the negative
DC voltage. When the traction substations are in inverter mode,
∆d3, ∆ d4, and ∆ d5 are the mismatch vectors, and ∆Ir, ∆δs, and
∆ms are the correction vectors of the DC current, δs, and the
modulation degree of the traction substations, respectively.
∆Itposi is the correction vector of the positive DC current;
(∆Utposi - ∆Utnegi) is the correction vector of the difference
between the positive DC voltage and the negative DC voltage.
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TABLE I VARIABLES AND SYMBOLS OF ENERGY
Variable Case 1 Case 2
Traction energy of all rectifier units WT1 WT2
Active energy consumed by all main substations
WM WM'
Feedback energy at the DC side WF
Feedback energy at AC side WF' Energy fed from the EFS to the main
substations
WR
Energy consumed by the on-board resistors
Wres Wres'
Regenerative braking energy
consumed by the adjacent trains
Wres-trac Wres-trac'
Energy consumed by all step-down
substations
WS
Traction energy of all trains Wtrac
Regenerative braking energy of all
trains
Wreg
If the maximum value in F is less than ε, the iteration of time
t ends, and the calculation of the next second starts; else the
calculation keeps going. J is established and D is obtained. The
working state of traction substations is updated. The iteration
continues until the maximum number of simulations is reached
or it converges. And the calculation ends when t meets the
headway time, cause after that the calculation is repetitive. The
output parameters include node voltages, currents.
IV. ENERGY-SAVING EVALUATION INDEXES
To evaluate the energy-saving effect of reversible substations
in different cases, the average daily energy consumption and
annual energy consumption need to be taken into account [29],
[30].
The regenerative braking energy is fed back to the medium-
voltage network through the EFSs. Usually, it is consumed by
the step-down substations, but part of it is returned to the main
substations. This portion of the energy cannot be used by urban
rail power supply systems. Therefore, it should be deducted
when evaluating the energy-saving effect.
To compare the energy-saving effect, Case 1 represents the
power supply system without EFSs or where EFSs are not in
operation, and Case 2 represents the power supply system with
EFSs in operation. The load processes of the step-down stations,
trains, and their operation timetable in the two cases are strictly
the same.
The energy flow diagram is shown in Fig. 11. It is assumed
that power losses on the cables and transformers are ignored.
The variables and symbols of energy are shown in TABLE I.
The energy flow relation is shown in (23). The system
feedback energy WFr and feedback rate of regenerative braking
energy λ are defined in (24). It is worthy to mention that WFr is
the energy truly utilized by the system, because the energy fed
back to main stations, meanly WR, can not be utilized in the
system.
M S
M R F F S
trac T reg T reg
T1
T2
T1 -trac T2 -t
reg
rac
-trac -trres reg F ar ces reg
W W W
W W W W W
W W W W W
W W W W W W
= +
− = − +
= + +
= + += +
=
(23)
Main
Substations
Step-down
substations
WM
WT1
Wreg Wres On-board
resistance
Wreg-trac
Traction
trains
Braking
trains
Rectifier
units
WS
Wtrac
ηT WT1
Traction
power
supply
System
(a)
Main
Substations
Step-down
substations
WM' WR
WT2
WF'WS
Wtrac Wreg Wres'
On-board
resistance
Wreg-trac'
EFSsRectifier
units
Traction
trains
Braking
trains
ηT WT2WF
Traction
power
supply
system
(b)
Fig. 11. Energy flow diagram: (a) Case 1; (b) Case 2.
P1 P2
P3
Rectifier
unitStep-down
load
Main
transformer
P4
Fig. 12. Schematic diagram of circulation calculation.
Fr F R
F
T2
100%
W W W
W
W
= −
=
(24)
The essential of energy-saving of EFSs in traction power
supply systems is reducing the energy consumption of onboard
resistors, while the negative effect of EFS that it feeds back
energy to main stations should also be noticed. Compared with
Case 1, the energy-saving rate of the traction power supply
system, ξ, can be described in (25).
res R
T
re
1
T T1 T2 F
T1
s
R
= 100%
( )+ = 100%
W W W
W
W W W
W
W
− −
− −
(25)
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It is undeniable that the WF' used by step-down loads is
appropriate, and WR is disadvantageous. As to WF' used by
rectifier units, it is called circulating power. The circulating
power can be calculated as in Fig. 12.
In Fig. 12, only the structure of one bus is shown, and the left
side is connected to the main substation. Set that the direction
of power in Fig. 12 is the positive direction. P4 is greater than
0. If P1 ≥ 0, P2 > 0, P3 > 0, and P2 > P4, the circulating power
is (P2 - P4). If P1 < 0, P2 > 0, P3 > 0, the circulating power is P3.
V. CASE STUDIES
Two subway projects are studied. The first subway case is
Guangzhou Metro Line 21. Its length is 25.69 km. For the line
in operation, there are 2 main substations, 9 stations, including
8 traction substations and 1 step-down substation, and 2 interval
substations. The installation capacity of the main transformers
is 2×40 MVA. The rated power of the rectifier units is 2×2500
kW, and the no-load voltage is 1680 V. S1, S9, and S10 are
equipped with EFSs. The trains are 6B marshaling, with the top
speed of 120 km/h. The resistance of the overhead contact
system is 0.0136 Ω/km, and the rail resistance is 0.02 Ω/km.
The structure is shown in Fig. 13, and the locations of each
traction substation are shown in Table Ⅱ.
The second subway case is Chongqing Rail Transit Line 9,
which has 2 main substations and 29 stations, including 23
traction substations and 6 step-down substations. Its length is
40.45 km. The installation capacities of the main transformers
are 2×50 MVA and 2×25 MVA. The rated power of the rectifier
units is 2×3000 kW, and the no-load voltage is 1593 V. EFSs
are installed at every other traction substation. The trains are
6As marshaling, with a top speed of 100 km/h. The resistance
parameters are the same as Guangzhou Metro Line 21. The
structure is shown in Fig. 14, and the locations of each traction
substation are shown in Table Ⅲ.
A. Convergence performance
To verify the validity of the unified AC/DC power supply
calculation algorithm, the convergence accuracy is set as ε=10-
3(pu), and the initial modes of all traction substations are
rectifier modes.
Chongqing Rail Transit Line 9 has more stations than
Guangzhou Metro Line 2. Set that the headway time is 300 s.
All time steps in the simulation period can converge. Taking
289 s as an example, the convergence tolerance is 7.53*10-5(pu),
and after 3 iterations, the algorithm with bang-bang control
converges, as shown in Fig. 15, while the algorithm without
bang-bang control converges after 12 iterations.
All tests were run using a personal computer with an Intel(R)
Core (TM) i9-9900K CPU @ 3.60 GHz and 12 GB of RAM.
The convergence time and iteration numbers are shown in Table
IV. It can be seen that the calculating time is shorter when the
headway time is longer, and that is because the trains are less.
The mean time before and after simplification is shown, which
illustrates that the simplification of the DC reflux system is
S1S2 S3
S4 S5 S6
S7
S8 S9 S10
Traction substation
Step-down substation
Interval substation
Fig. 13. Structure of Guangzhou Metro Line 21.
TABLE Ⅱ
LOCATION DISTRIBUTION OF TRACTION SUBSTATIONS OF GUANGZHOU
METRO LINE 21
Traction
substation Location/km
Traction
substation Location/km
S1 0.243 S6 13.9 S2 2.456 S7 15.995
S3 4.568 S8 20.235
S4 7.804 S9 23.322 S5 10.67 S10 25.650
Traction substation
Step-down substation
Fig. 14. Structure of Chongqing Rail Transit Line 9.
TABLE Ⅲ LOCATION DISTRIBUTION OF TRACTION SUBSTATIONS OF CHONGQING RAIL
TRANSIT LINE 9
Traction
substation Location/km
Traction
substation Location/km
1 0.02 12 21.52
2 1.56 13 23.04 3 3.66 14 26.53
4 5.99 15 28.21
5 7.11 16 30.23
6 10.59 17 31.42
7 12.31 18 33.53
8 15.16 19 35.98
9 16.24 20 38.61
10 17.43 21 40.02
11 20.16
more efficient when there are more nodes in the system. The
results for all time steps converge. The results show that the
convergence performance of the algorithm is acceptable, and
the simulation time can be saved up to 14.3% through the
simplification of the DC matrix.
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1 2 3 4 5 6 7 8 9 10 11 12
0.0005
0.0010
0.0015
0.0020
0.0025
0.0030
0.0035
0.0040
0.0045
Without Bang-bang control
With Bang-bang control
Number of times
Conver
ge
tole
rance
Fig. 15. Convergence with iteration at 289 s.
TABLE IV
THE CONVERGE TIME UNDER DIFFERENT HEADWAY TIMES
Headway
time/s
Mean time per before
simplification per time step(s)
Mean time after
simplification per time step(s)
Average
iteration number
120 3.1 2.8 5.2
180 2.1 1.8 5.3
240 1.7 1.5 5.1
300 1.3 1.1 4.8
400 1.1 1.0 4.6
450 1.0 0.9 4.5
600 0.7 0.7 3.2
900 0.4 0.4 2.9
33 kV
Inverter feedback device~
DC1500 V+
-
~
Current measurement
Voltage measurement
Up traction networkDown traction network
Fig. 16. Measurement positions.
B. Verification
To verify the simulation results, a field test is implemented
at S1, S9, and S10 on Guangzhou Metro Line 21. The current
and voltage sensors are installed at the DC feeder of the EFS
and the DC feeder of the rectifier unit. The measurement
positions are shown in Fig. 16.
During the test, the start voltage of the EFS is set to 1720 V,
1750 V, and 1770 V separately for one day. The no-load voltage
of rectifiers is set to 1680V according to the field test data.
Taking S9 as an example, the simulation and the field test
results with different EFS start voltages are shown in Fig. 17.
The Pearson correlation coefficient is used to evaluate the
correlation between two variables, as shown in (26).
,
cov( , )X Y
X Y
X Y
= (26)
where cov (X, Y) is the covariance between variables X and Y.
σX and σY are the standard deviation of X and Y.
The closer the Pearson correlation coefficient gets to 1, the
higher the positive correlation of the two curves is [31]. When
the start voltage is 1720 V, 1750 V, and 1770 V, the Pearson
correlation coefficients are 0.85, 0.76, and 0.92, respectively,
TABLE V
COMPARISON BETWEEN THE SIMULATIONS AND MEASUREMENTS OF
TRACTION SUBSTATION S9
Start voltage/V 1720 1750 1770
Traction energy per
hour / kWh
Field test 461.6 577.7 683.3
Simulation 439.4 604.4 678.7
Feedback energy per
hour / kWh Field test 117.2 78.3 27.1
Simulation 110.8 71.9 28.8
Fig. 18. The δ under different start voltage of EFS.
showing that the simulation results are close to field test results.
The trains operation, timetable, no-load voltage of different
rectifiers, start of the onboard resistor will influence the load
process in the simulation.
0.0
0.2
0.4
0.6
δ
The start voltage of EFSs is 1720V.
The start voltage of EFSs is 1750V.
The start voltage of EFSs is 1770V.
The EFSs are turned off.
0.0
0.2
0.4
0.6
Section
(a) The δ in field test
δ
(b) The δ in simulation
S9-S10S6-S9S5-S6S4-S5S3-S4S2-S3S1-S2
S1-S2 S2-S3 S3-S4 S4-S5 S5-S6 S6-S9 S9-S10Section
(a)
(b)
(c)
Fig. 17. Comparison of the field tests and simulations of the traction substation with different EFS start voltages: (a) 1720 V; (b) 1750 V; (c) 1770 V.
-1500
-1000
-500
0
500
1000
1500
2000
Cu
rren
t /A
Time / minute: second
08:0007:0006:0005:0004:0003:0000:00 01:00 02:00
Simulation Test in field
-1000
-500
0
500
1000
1500
2000
Time / minute: second
Cu
rren
t /A
08:0007:0006:0005:0004:0003:0000:00 01:00 02:00
Test in fieldSimulation
-500
0
500
1000
1500
2000
Cu
rren
t /A
Time / minute: second08:0007:0006:0005:0004:0003:0000:00 01:00 02:00
Test in fieldSimulation
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Table V shows the energy of the simulation and field test of
S9. When the start voltage of the EFS is higher, the greater the
hourly traction energy consumption is. In the field test, the
traction energy changes from 461.6 kWh/h to 683.3 kWh/h
when the start voltage changes from 1720V to 1770V; the field
feedback energy changes from 117.2 kWh/h to 23.1 kWh/h.
The simulation results differ from the measured data by no
more than 8.2%. Through the above results, the accuracy of the
algorithm can be verified.
According to (25), the energy consumed on on-board
resistance and WR play important roles in energy saving. Due to
the limitation of site conditions, WR is not recorded. The ratio
of energy consumption of on-board resistance to regenerative
braking energy is set as δ. The δ in the field test is as Fig. 18.
(a), and δ in simulation is shown in Fig. 18. (b).
It can be seen that when the start voltage of EFS is 1720V,
1750V, 1770V, and EFSs are turned off, the δ of the field test
in section S9-S10 is 0%, 1.57%, 32.17%, and 41.73%,
respectively, while δ of the simulation is 1.57%, 7.06%, 28.33%,
and 39.76%. When the start voltage of EFS is higher than
1750V, the energy consumption on the on-board braking
resistor increases significantly. It can be seen that in subway
cases that the high no-load voltage of rectifiers is relatively high,
to keep the system run in the maximum efficiency, the start
voltage of the EFSs should be lower than 1750V.
What is more, the circulating power is also measured
according to Fig. 16, and the result turns out to be 0. Therefore,
in the following part, the circulating power will not be discussed.
C. System-level Energy-saving Evaluating
The system-level energy-saving effect can be affected by
several factors, including the headway time, the load rate of the
step-down substations, and the EFS start voltage. The load rate
is the ratio of the actual load to the installed capacity.
To explore the energy-saving effect in various cases,
Chongqing Rail Transit Line 9 is studied. The operation
timetable of Chongqing Rail Transit Line 9 is shown in Table
VI. The following is the impact analysis of the mentioned
factors.
1) Impact of the headway time
Assume that the load rate is 20%, and the EFS start voltage
is 1720 V. The daily energy is shown in Table VII. The energy-
saving evaluation indexes are shown in Fig. 19. WT1 is 222376.5
kWh.
It can be observed in Table VII and Fig. 19 that WT2 is
generally larger than WT1, because Wreg-trac′ is less than Wreg-trac
and the sum of WF and Wres′ is larger than Wres according to Fig.
11. and (23). When the headway time decreases, more trains
operate at a time, so the total regenerative braking energy
increases. Meanwhile, more energy is absorbed by adjacent
trains. That is the reason why WFr and ξ are not always
positively correlated with the headway time. When the headway
time decreases, WT2 increases significantly, while WF decreases
TABLE Ⅵ
OPERATION TIMETABLE OF CHONGQING RAIL TRANSIT LINE 9
Headway time/s Operation time
120 7:30-8:30
180 8:30-9:00 240 7:00-7:30
300 18:00-19:00
400 9:00-18:00,19:00-21:00 450 6:00-7:00
600 21:00-22:00
900 5:00-6:00,22:00-23:00
TABLE VII AVERAGE ENERGY PER HOUR WITH DIFFERENT HEADWAY TIMES
Headway
time/s WT1/kWh WT2/kWh WF/kWh WR/kWh
120 31503.8 31522.5 714.8 71.0
180 24550.0 24735.1 633.2 50.1
240 19400.6 19629.4 863.2 23.4 300 15442.0 15618.8 857.5 22.1
400 12509.5 12119.1 826.7 12.5
450 11226.4 11359.5 938.6 31.9
600 8385.0 8538.3 829.6 12.1
900 6461.6 6196.5 1041.0 7.1
Fig. 19. Indexes of energy-saving evaluation with different headway times.
TABLE VⅢ
DAILY ENERGY WITH DIFFERENT LOAD RATES AND START VOLTAGES
Start
voltage / V
Load
rate: 0.1
Load
rate: 0.15
Load rate:
0.2
WF / kWh 1690 24668.1 24534.5 24301.0 1730 15086.5 14806.0 14716.4
1770 4216.2 4102.7 3992.3
WR / kWh 1690 2868.7 1505.3 487.8 1730 1975.6 818.5 261.7
1770 365.1 102.2 1.9
WT2 / kWh 1690 218571.9 218621.5 218413.5
1730 212727.7 213091.7 212457.6 1770 208914.4 208821.9 208792.0
overall. Therefore, λ decreases. When the headway is 900
seconds, WFr is the highest.
2) Impact of the load rate and start voltage
The influence of the load rate and start voltage is studied.
Table VIII shows the daily energy with different load rates and
start voltages; Fig. 20 and Fig. 21 show WFr and ξ with different
load rates and start voltages.
900 600 450 400 300 240 180 120
250
750
1250
0
500
1000W
Fr(
kW
h)
Headway time / second
WFr
0.00
0.05
0.10
0.15
0.20
、
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Fig. 20. WFr with different load rates and start voltages.
Fig. 21. ξ with different load rates and start voltages.
Fig. 22. Indexes of energy-saving evaluation with different start voltages.
The load rate of the step-down substations is usually below
22% [32], so the maximum load rate is set as 0.20. When the
load rate of the step-down substations increases and the start
voltage remains constant, WF' can be utilized more in the middle
voltage system of urban railways, so WR decreases obviously.
WR is reduced by 83%, 87%, and 99% when the load rate
changes from 10% to 20% and the start voltage is 1690 V, 1730
V, and 1770 V, respectively. WFr and ξ increase according to
(24) and (25). However, when the start voltage is higher, the
increase of load rate has less influence on WFr and ξ, because
WF decreases. When the start voltage is 1690 V, WFr and ξ are
increased by 9.2% and 8.5% when the load rate changes from
10% to 20%, respectively; when the start voltage is 1770 V, WFr
and ξ are increased by 3.6% and 1.4%, respectively.
3) Impact of the start voltage
To study the influence of the start voltage in detail, the load
rate is set as 20%. The indexes of the energy-saving evaluation
with different start voltages are shown in Fig. 22.
When the start voltage increases, WFr decreases, and so does
λ. When the start voltage changes from 1650 V to 1770 V, WFr
changes from 32275 kWh to 3851 kWh, and λ changes from
15.8% to 2.0%.
When the start voltage of the EFS changes from 1650 V to
1770 V, ξ increases first and then decreases. As the start voltage
increases, the difference between the energy consumed on the
onboard resister in Case 1 and Case 2 decreases, and WR
decreases. According to (12), when the start voltage changes
from 1650 V to 1670 V, WR decreases more than the energy
consumed on the onboard resister in Case 1 and Case 2
decreases, and when the start voltage changes from 1670 V to
1770 V, WR decreases less. The maximum ξ is 11.9% when the
start voltage is 1670 V. The start voltage of the EFS should be
chosen based on the actual no-load voltage of the rectifier units.
VI. CONCLUSION
A modified AC/DC unified power flow algorithm for urban
rail traction power supply system with the EFS is proposed. The
EFS is modeled as the VSC model with traction network
voltage stabilization and the reactive power compensation
control strategy. The multimode transition of traction
substations is analyzed. The modified AC/DC unified power
flow algorithm is proposed to calculate the urban rail power
flow with EFSs. It is verified that the algorithm has the
characteristics of fast convergence speed and high convergence
accuracy, and the simplification of the DC reflux system
accelerates the calculation. The following conclusions can be
obtained from this work:
1) The Pearson correlation coefficients between the
simulation load process and field test load process in
Guangzhou Metro Line 2 of the traction substations are 0.85,
0.76, and 0.92 when the start voltage of the EFS is 1720 V, 1750
V, and 1770 V, respectively. The accuracy of the algorithm is
verified.
2) The energy flow relations in the system with and without
EFSs are analyzed and system-level energy-saving evaluating
indexes are proposed, including daily feedback energy,
feedback rate of regenerative braking energy, and energy-
saving rate of traction power supply system.
3) The decrease of the headway time will lead to the increase
of the regenerative braking energy of trains, meanwhile the
regenerative braking energy absorbed by adjacent trains
increases more. As a result, energy-saving evaluating indexes
generally decrease. The increase of load rates of step-down
substations is beneficial to the increase of energy-saving
evaluating indexes.
4) The DC reflux system is modelled. By simplifying the
reflux system, the simulation speed can be accelerated, and the
simulation time can be saved up to 14.3%.
5) When the start voltage of EFSs decreases, the daily
feedback energy and feedback rate of regenerative braking
energy increases, while the energy-saving rate does not change
linearly. When the start voltage changes from 1770 V to 1650
V, the maximum energy-saving rate is 11.9% when the start
voltage is 1670V. When the no-load voltage is relatively high,
the start voltage should not be higher than 1750V to keep the
system running in high efficiency. The results can guide the
operation of EFSs.
1690 1730 17700
10000
20000W
Fr /
kW
h
Start voltage / V
0.10
0.15
0.20
1690 1730 1770
0.075
0.090
0.105
0.120
ξ
Start voltage / V
0.10
0.15
0.20
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5000
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35000
0
10000
20000
30000
WF
r (k
Wh
)
Start voltage / V
WFr
0.00
0.05
0.10
0.15
、
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Wei Liu (M’) received the B.S., M.S., and Ph.
D degrees in Electrical Engineering from
Southwest Jiaotong University, Chengdu,
China, in 2003, 2006, and 2009, respectively.
He is currently an associate professor in the
School of Electrical Engineering at
Southwest Jiaotong University, Chengdu,
China. His research interests include
theoretical and simulation research of traction
power supply system of urban rail, regenerative braking energy
utilization, the theory, and control research of stray current and
rail potential.
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0018-9545 (c) 2021 IEEE. Personal use is permitted, but republication/redistribution requires IEEE permission. See http://www.ieee.org/publications_standards/publications/rights/index.html for more information.
This article has been accepted for publication in a future issue of this journal, but has not been fully edited. Content may change prior to final publication. Citation information: DOI 10.1109/TVT.2021.3104309, IEEETransactions on Vehicular Technology
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Jian Zhang received the B.S. degree in
Electrical Engineering from Southwest
Jiaotong University, Chengdu, China, in 2017.
He is currently working toward a Ph.D.
degree in Southwest Jiaotong University,
Chengdu, China.
His research interest includes regenerative
braking energy utilizing in the power supply
system of urban rail transit.
Hui Wang received B.S. and M.S. degrees
in Electrical Engineering from Southwest
Jiaotong University, Chengdu, China, in
2014 and 2017, respectively. He is currently
working toward a Ph.D. degree in
Southwest Jiaotong University, Chengdu,
China.
His research interests include theoretical
and simulation research of traction power
supply system, power quality analysis, and control.
Tuojian Wu received the B.S. degree in
Electrical Engineering from Southwest
Jiaotong University, Chengdu, China, in 2018.
He is currently working toward an M.S.
degree in Southwest Jiaotong University,
Chengdu, China.
His research interest includes the simulation
of traction power supply system regenerative
braking energy and optimal configuration of the energy storage
system.
Ying Lou. received the B.S. and M.S.
degrees in Electrical Engineering from
Southwest Jiaotong University, Chengdu,
China, in 2016 and 2019.
Her research interest includes regenerative
braking energy utilizing in the power supply
system of urban rail transit.
Xiaowen Ye received the B.S. and M.S.
degrees in Electrical Engineering from
Southwest Jiaotong University, Chengdu,
China, in 2015 and 2018.
Her research interest includes the utilizing of
regenerative braking energy in urban rail.
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