Application of Newton Raphson Method to Voltage Stability Analysis of the Nigeria 330kV Transmission Grid

DOI : 10.17577/IJERTV11IS100077

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Application of Newton Raphson Method to Voltage Stability Analysis of the Nigeria 330kV Transmission Grid

Peter .O. Ohiero

Department of Electrical and Electronic Engineering, Cross River University of Technology,

Calabar, Nigeria

Abstract This paper presents the voltage stability analysis of the Nigeria 330kV transmission network using Newton Raphson load flow method. A model of the existing 56-bus transmission network was developed and simulations have been carried out using Electrical Transient and Analyzer Program (ETAP) software. The simulation results show that the voltage magnitudes of buses; Aliade (0.9469pu-26.180), Damaturu (0.8961pu-39.390), Gombe (0.9000pu-37.040), Jalingo (0.8721pu-25.510), Jos (0.9112pu-32.950), Kaduna (0.8833pu- 34.560), Kano (0.7805pu-44.590), Makurdi (0.9432pu-27.660),

Maiduguri (0.8961pu-39.380), Yola (0.8920pu-23.390) fall below the acceptable voltage limit of 0.95pu. These buses are the weak buses in the existing Nigeria 330kV transmission network that contribute more to system collapse and blackouts. This work also demonstrates the effectiveness of voltage stability analysis in proper identification of weak buses and proper location of reactive power compensation devices. Hence, in order to improve on the stability of the power system network, there is need for reactive power compensation devices to be located on these buses.

Keywords Voltage Stability, Voltage Instability, Voltage Collapse, Newton Raphson load flow method, Nigeria 330kV Transmission Grid.

  1. INTRODUCTION

    Voltage and frequency are important parameters used to determine the stability, security, quality and performance of a power system network. Power system network and it components are designed to operate at a constant and specified value of voltage and frequency. This is achieved when there is a balance between the power generation and power demand. In other words, the power generation must be equal to power demand and losses.

    In Nigeria, electricity is transmitted through transmission lines at a high voltage of 330kV. This voltage is to be maintained at the acceptable operational value of 330kV±5% that is, between 315.5kV and 346.5kV or 0.95pu to 1.05pu stability limit. However, numerous challenges facing the Nigeria power system have been forcing the transmission network to operate out of the stability limit. Some of these challenges are inability to maintain a balance between power generation and power demand; the power generation is less than power demand due to increasing population and industrialization, sudden increase in load, increasing reactive power demand without adequate reactive power support, slow

    pace of rehabilitation and expansion, erratic power supply, long radial, fragile transmission lines with limited transmission wheeling capacity without redundancies, aged power system equipment, high losses [1].

    At present, there are twenty three (23) power generating plants with a total installed capacity 10,396MW connected to the Nigeria national grid but with only available capacity of 6,056MW [2]. Even if all the existing generating plants are operational, there is a great limitation to dispatch the generated power by the transmission and distribution infrastructures. The transmission network has a theoretical wheeling capacity of 7,500MW and a current transmission wheeling capacity of 5,300MW which is overstressed and overloaded. When the generated reactive power is greater than or less than the demanded reactive power, the voltage level goes up and down and results to voltage instability. Voltage instability is direct opposite of voltage stability. Voltage instability occurs when a power system is unable to maintain its bus voltages within the acceptable operational limit under normal condition and after being subjected to disturbance. Voltage instability causes overheating, excessive voltage drop and power losses, and force the components of the power system to operate above their thermal limits and consequently reduces power quality, efficiency, reliability and performance and leads to a wide scale supply disruptions, resulting to grid collapse and blackout. In a power system, some components and buses are more prone to voltage variation than the other because of their location with regards to the sources of electricity and load demand. A power bus which voltage fall outside of the acceptable voltage range of

    ±5% of nominal value is a weak bus. Weak buses poses great challenge in the operation, reliability and security of power system. A weak bus cannot support additional loads and have negative effect on generation, transmission and distribution of electricity to industrial and residential customers. Several studies and methods have been used to know the operational voltage and identify weak buses in power system network [3][4][5][6].

    Voltage stability can be analyzed using power flow analysis, continuation power flow, bifurcation diagram, V-P curves, P- Q sensitivity analysis, Q-V modal analysis, Q-V curves, and minimum singular value methods, modal/eigen value, Fast Voltage Stability Indices (FVSI). Voltage Stability Analysis

    of Nigerian 330kV Power Grid using Static P-V Plots was investigated in [7]. In their approach, the real power P of electric load, at a particular area or bus is varied in steps at a fixed power factor while the value of the voltage V is recorded. The plot of the PV curve is used to determine the voltage stability of the system. Two solutions were arrived at for the voltage, one for the high voltage but within the voltage stability limit which is the stable solution and the other one is the low voltage but outside the minimum voltage stability limit which the unstable solution. Their results showed the maximum power point, at which the two solution for voltage is equal beyond which increase in real power P

    Newton Raphson method is an iterative method in which a set of linear simultaneous equations is obtained from a set of nonlinear simultaneous equations by successive approximation using Taylors series expansion [13]. It is widely applied to solving load flow problems and only first approximation is taken. It begins with an initial estimate or a guess at the solution and at the end of an iteration, the solution is checked of its closeness to the actual solution, the solution is updated until the solution converges and a final solution is obtained.

    and reactive power Q will make the voltage unstable. In another work, the fast voltage stability indices (FVSI) was

    Considering an

    ith bus as shown in a single line diagram in

    analysed and presented [8]. They used the fast voltage stability indices (FVSI) to identify the critical lines and buses

    Fig. 1 below, the current injection into the

    ith

    bus Ii is a

    to install the FACTS controllers. The line stability indices

    function of the voltage at

    ith

    bus Vi

    and the impedance of

    were evaluated for each loading condition and line outage. The line that gives FVSI value close to one were taken to be

    the line

    Zij

    between the ith

    bus and another bus say jth bus

    the most critical line corresponding to the bus causing the power system to tend towards instability. The simulation results by using PSAT software for the IEEE-14 bus system shows the proper location of UPFC as identified by the FVSI in a particular line connected to the most critical bus to maintain the stability of the system. When a power system network is subjected to voltage instability, there is need for reactive power compensation, expansion and upgrad. The problem of voltage instability can be solved with reactive power compensating devices such as shunt capacitors, UPFC, SVC, FACTS and under load tap changing (ULTC) transformer [9][10]. The location of reactive power compensating devices must be accurately known and located to improve the stability of the power system network. The

    given as;

    G

    i

    I Vi Zij

    Load

    (1)

    challenge most power system operators and engineers faced is the proper and optimal location of the point where voltage instability originates from and the correct placement of reactive power compensator [11]. Reference [12] studied the compensation effect on the interconnected Nigerian Electric Power grid and concluded that concentrating the compensation on the problem buses gives best results. Hence,

    Fig. 1. Single line diagram of a two bus system.

    In order to eliminate the burden of calculation in (1), the relationship between impedance and admittance can be used and (1) becomes;

    there is need to investigate the voltage stability of the entire power system network to know in advance the parts or buses likely to contribute more to voltage instability and system collapse or blackouts in order to correctly locate voltage

    Where,

    Ii Vi yij

    yij is the admittance of the line between bus i and j.

    (2)

    compensation devices. In this paper, the load flow method approach is used to analyse voltage stability. It involves carrying out a load flow analysis to know the voltage magnitude and angle at each bus, the real and reactive power

    In an n-bus power system, the current injection into ith

    calculated based on Kirchhoff Current Law (KCL) as;

    n n

    bus is

    of the generator and loads and the power flow and losses

    I V y V y

    j i

    (3)

    along the transmission lines. Once, the bus voltage magnitude

    and angle is known, it becomes easier to know the buses

    i i ij

    j 0

    j 1

    j ij

    whose voltage limit is violated.

  2. FORMULATION OF NEWTON RAPHSON LOAD FLOW METHOD

    Equation (3) can be written in terms of the bus admittance matrix Yij as;

    n

    Load flow analysis can be carried out using any of the

    following; Newton Raphson, Gauss Seidel and Fast Decoupled methods. Among these, Newton Raphson is widely used because it has better accuracy, less iterative time

    Ii

    j 1

    YijVj

    , for i 1, 2, 3,…n

    (4)

    and very fast convergence speed.

    Where Vi

    and Vj are given as,

    Vi Vi i Vi (cosi j sin i )

    (5)

    P

    2

    .

    2

    And

    Vj Vj j Vj

    (cos j j sin j )

    (6)

    .

    . .

    .

    Yij Yij

    ij Yij

    (cosij j sinij )

    (7)

    .

    Pn

    n

    V2

    Substituting equations (6) and (7) into equation (4), the

    J V

    (13)

    current injected into the

    ith

    bus can be expressed in polar

    Q2 2

    . .

    form as

    . .

    n . .

    Ii Yij

    Vj ij j

    (8)

    j 1

    Q1n0

    0

    V1 n

    The complex power at ith bus is given by,

    n

    0

    V1n

    i i i i i ij j

    Where, J is the Jacobian matrix which element is divided

    P jQ

    V *I

    V *

    n

    Y V

    j 1

    (9)

    into sub-matrices; J1, J2 , J3 , J4 as shown in (14).

    i i i i i i

    ij j ij j

    P jQ

    V *I

    V Y V

    (10)

    P J J

    j 1

    i 1 2 i

    (14)

    Where, Pi

    is the real power in bus-i and Qi is the reactive

    Q J J V

    power in bus-i and V * is the conjugate of the voltage at bus-i

    i 3 4 i

    i

    Substituting equations(5), (6) and (7) into (10) and simplify, the real and reactive power at ith bus are given by;

    n

    Where, Pi is the real power mismatch, Qi is the reactive

    power mismatch, i is the changes in the bus voltage angle,

    Vi is the changes in the bus voltage magnitude. At each

    Pi Yij Vj

    j 1

    n

    Qi Yij Vj

    Vi cos(ij j i )

    Vi sin(ij j i )

    (11)

    (12)

    iteration a jacobian matrix is formed and sub-matrices are computed with the partial derivatives of the real and reactive power (11) and (12) with respect to small changes in the bus voltage magnitude and angle given. The element of the sub-

    j 1

    matrices J1, J2 , J3 and J4

    can be expressed as;

    Equations (11) and (12) are nonlinear equations with voltage magnitude V and voltage angle and are called power flow

    The diagonal element of

    J1 is

    equations. These equations can be solved iteratively by

    P n

    Newton Raphson method starting with an initial estimate.

    i Y V V

    cos(

    )

    (15)

    Assuming that the slack bus is the first bus with a fixed voltage angle/magnitude, the voltage magnitude and angle at

    i

    j 1 j i

    ij j i ij j i

    each bus or area of the power system is determined by the matrix form of Newton Raphson method as;

    The off-diagonal element of

    J1 is

    Pi

    Y V V

    sin(

    )

    (16)

    j

    ij j i ij j i

    The diagonal element of J2 is

    P

    i ij ii

    n

    ij j ij j i

    i

    Vi

    2 V Y

    cos

    • Y V

    j 1

    cos(

    ) (17)

    j i

    The off-diagonal element of J2 is

    Pi

    V Y

    cos(

    )

    (18)

    Vj

    i ij ij j i

    The diagonal element of J3 is

    V k 1

    (k

    Vi

    (k

    • Vi

    (25)

    k 1 k k

    Q n

    ij j i ij j i

    i

    i

    (26)

    i

    i

    j 1

    Y V V

    cos(

    )

    (19)

  3. MATERIALS AND METHOD

    j i

    The off-diagonal element of

    J3 is

    In order to carry out voltage stability analysis of the existing Nigeria transmission network, it is necessary to first perform load flow analysis. For this research, the load flow analysis is based on Newton Raphson method performed using Electrical Transient and Analyzer Program (ETAP) software.

    Qi

    Y V V

    cos(

    )

    (20)

    ETAP is a computer-aided software suitable for design,

    j

    ij j i ij j i

    modelling, simulation and analyzing generation, transmission and distribution power system as well as renewable energy generation. The single line diagram of the existing 330kV Nigeria Transmission network used in this study was drawn as shown in Fig. 2. A model of the 56 bus system of the Nigeria 330kV transmission network was developed in ETAP software. The model requires input data, which are the real

    The diagonal element of

    Q

    J4 is

    n

    and reactive power of the generating plants, the voltages and power rating of the transformers, voltages, real and reactive

    i ij ii

    ij j ij j i

    i

    Vi

    2 V Y

    sin

    • Y V

    j 1 j i

    sin(

    )

    (21)

    power of the loads, the length of transmission lines, real and reactive power of generator buses. The input data of the generators and loads as obtained from the Transmission

    The off-diagonal element of

    J4 is

    Company of Nigeria is shown in Table 1. The transmission

    line model in ETAP requires basic data such as the type of conductor, the length of lines,the voltage rating of the lines,

    Qi

    V Y

    sin(

    )

    the number of parallel lines, the type and configuration of

    Vj

    (22)

    i ij ij j i

    circuits (e.g. single and double circuit), the number of conductor per phase, the height of towers, the spacing of conductors in the bundle and spacing between phases. The type of conductor used in the existing 330kV overhead

    The iteration continues until it converges thereby reaching a

    satisfactory solution. The changes in the bus real power, Pi and reactive power, Qi are the mismatches which are the difference between the calculated and scheduled values of the real and reactive power given as;

    transmission lines in the Nigeria power system network is 350mm2 Aluminium Conductor Steel Reinforced (ACSR) twin conductor bundle Bison conductor with an average spacing of the conductor in the bundle as 400mm and the spacing between the phases as 10.5m [12]. The supporting structure are made of steel towers and spanned at an average

    Pi

    k

    Pi

    sch

    • Pi

    k

    (23)

    distance of 500m apart, with a height of 75 metres for the double circuits and 54 metres for the single circuit [11]. These data were inputted into the transmission line model in

    Qi

    k

    Qi

    sch

    Qi

    k

    (24)

    ETAP and the transmission line parameters were obtained as shown in Table 2. All the components were adequately

    i

    Where, Psch and

    i

    Q sch are the scheduled real ad reactive

    represented in the model of the transmission network as shown in Fig. 3 and Fig. 4. With Egbin power plant as the

    power while

    i

    Pk and

    Q

    k

    i

    the calculated real and reactive

    slack bus because of its location in the far western part of the

    power respectively. From (23) and (24), the new estimates for

    country, these data were used for the simulation analysis. The

    the voltage magnitude

    V k 1 and angle k 1 are given by

    bus voltages and angles, real and reactive power flow and

    losses under steady state were recorded.

    Fig. 2. Single line diagram of the 56-bus Nigerian 330kV Transmission Network.

    Table 1. Generator and Load Bus Data for the existing Nigerian 330kV Transmission Grid

    SN

    Bus Name

    Bus Nominal Voltage (V)

    Generation

    Load

    From

    Max. Active Power (MW)

    Active Power Schedule (MW)

    Active (MW)

    Reactive (MVAr)

    1

    AES

    330

    270

    200

    2

    Afam GS

    330

    776

    500

    3

    Ayiede

    330

    270

    166.10

    4

    Aja

    330

    220

    103

    5

    Ajaokuta

    330

    96

    45

    6

    Akamgba

    330

    471

    156.071

    7

    Aladja

    330

    167

    20

    8

    Alaoji

    330

    1079

    450

    266.18

    155

    9

    Alaogbon

    330

    220

    103

    10

    Aliade

    330

    136

    84

    11

    B.Kebbi

    330

    112

    60

    12

    Benin

    330

    298

    131.2

    13

    Benin North

    330

    80

    50

    14

    Calabar

    330

    561

    240

    110.75

    60.37

    15

    Damaturu

    330

    75

    259.18

    16

    Delta I -IV

    330

    960

    620

    17

    Egbema

    330

    378

    200

    18

    Egbin PS

    330

    1320

    610

    19

    Egbin TS

    330

    20

    Erunkan

    330

    14.5

    8.93

    21

    Ganmo

    330

    270

    223.35

    22

    Geregu

    330

    434

    200

    23

    Gombe

    330

    180

    100

    24

    Gwagwalada

    330

    75

    65

    25

    Ihovbor

    330

    451

    182

    26

    Ikeja West

    330

    510

    115

    td>

    37.7

    27

    Ikot Abasi

    330

    195

    0

    28

    Ikot Ekpene

    330

    45.8

    20

    29

    Jalingo

    330

    75

    50

    30

    Jebba GS

    330

    590

    475

    31

    Jebba TS

    330

    360

    180

    32

    Jos

    330

    141

    155

    33

    Kainji

    330

    760

    313

    34

    Kaduna

    330

    193

    144

    35

    Kano

    330

    180

    100

    36

    Katampe (Abuja)

    330

    290

    60

    37

    Lokoja

    330

    75

    65

    38

    Makurdi

    330

    75

    39

    Maiduguri

    330

    70

    50

    40

    New Haven

    330

    140

    10

    41

    New Haven South

    330

    40

    27

    42

    Olorunshogo

    330

    335

    195

    43

    Omotosho

    330

    335

    220

    44

    Omoku

    330

    150

    75

    45

    Oshogbo

    330

    201

    150

    46

    Okpai

    330

    480

    330

    47

    Onitsha

    330

    162

    28

    48

    Owerri

    330

    100

    60

    49

    Papalanto

    330

    1020

    450

    50

    PortHarcourt

    330

    200

    100

    316

    159

    51

    Sapele

    330

    1020

    550

    52

    Sakete

    330

    145

    70

    53

    Shiroro

    330

    600

    450

    54

    Shiroro TS

    330

    97.5

    22.75

    55

    Ugwuaji

    330

    75.7

    46.8

    56

    Yola

    330

    112

    65

    Table 2. Transmission Line Data (of Bison, two conductors per phase & 2×350 mm2 X-section Conductor) for the 330KV Lines obtained from ETAP.

    SN

    Bus Name

    Length (km)

    Type of Circuit

    R1

    (/km)

    X1

    (/km)

    Y1

    (S/km)

    R0

    (/km)

    X0

    (/km)

    Y0

    (S/km)

    From

    To

    1

    Afam GS

    Alaoji

    25

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    2

    Afam GS

    Ikot Ekpene

    90

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    3

    Afam GS

    PortHarcourt

    45

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    4

    Ayiede

    Oshogbo

    115

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    5

    Ayiede

    lkeja West

    137

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    6

    Ayiede

    Papalanto

    60

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    7

    Aja

    Egbin PS

    14

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    8

    Aja

    Alagbon

    26

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    9

    Ajaokuta

    Benin North

    195

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    10

    Ajaokuta

    Geregu

    5

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    11

    Ajaokuta

    Lokoja

    38

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    12

    Akamgba

    Ikeja West

    18

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    13

    Aladja

    Sapele

    63

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    14

    Aladja

    Delta PS

    32

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    15

    Alaoji

    Owerri

    60

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    16

    Alaoji

    Onitsha

    138

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    17

    Alaoji

    Ikot Ekpene

    38

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    18

    Aliade

    New Haven South

    150

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    19

    Aliade

    Makurdi

    50

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    20

    B.Kebbi

    Kainji

    310

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    21

    Benin

    Ikeja West

    280

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    22

    Benin

    Sapele

    50

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    23

    Benin

    Delta PS

    41

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    24

    Benin

    Oshogbo

    251

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    25

    Benin

    Onitsha

    137

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    26

    Benin

    Benin North

    20

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    27

    Benin

    Egbin PS

    218

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    28

    Benin

    Omotosho

    51

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    29

    Benin North

    Eyaen

    5

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    30

    Calabar

    Ikot Ekpene

    72

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    31

    Damaturu

    Gombe

    135

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    32

    Damaturu

    Maiduguri

    140

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    33

    Egbema

    Omoku

    30

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    34

    Egbema

    Owerri

    30

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    35

    Egbin PS

    Ikeja West

    62

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    36

    Egbin PS

    Erunkan

    30

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    37

    Erunkan

    Ikeja West

    32

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    38

    Ganmo

    Oshogbo

    87

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    39

    Ganmo

    Jebba TS

    80

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    40

    Gombe

    Jos

    264

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    41

    Gombe

    Yola

    240

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    42

    Gwagwalada

    Lokoja

    140

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    43

    Gwagwalada

    Shiroro

    114

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    44

    Gwagwalada

    Katampe

    30

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    45

    Ikeja West

    Oshogbo

    252

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    46

    Ikeja West

    Omotosho

    200

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    47

    Ikeja West

    Papalanto

    30

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    48

    Ikeja West

    Sakete

    70

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    49

    Ikot Abasi

    Ikot Ekpene

    75

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    50

    Ikot Ekpene

    New Haven South

    143

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    51

    Jalingo

    Yola

    132

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    52

    Jebba TS

    Oshogbo

    157

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    53

    Jebba TS

    Jebba GS

    8

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    54

    Jebba

    Kainji

    81

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    55

    Jebba

    Shiroro

    244

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    56

    Jos

    Kaduna

    196

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    57

    Jos

    Makurdi

    230

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    58

    Kaduna

    Kano

    230

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    59

    Kaduna

    Shiroro TS

    96

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    60

    Abuja (Katampe)

    Shiroro GS

    144

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    61

    New Haven

    Onitsha

    96

    Single

    0.03809

    0.033368

    3.42768

    0.23426

    1.09356

    1.75899

    62

    New Haven

    New Haven South

    5

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    63

    Okpai

    Onitsha

    60

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

    64

    Onitsha

    Owerri

    137

    Double

    0.01879

    0.14976

    8.08147

    0.17972

    1.02342

    1.93438

  4. RESULTS AND DISCUSSIONS

    The developed model was simulated based on Newton Raphson load flow method using ETAP software as shown in Figs. 3 and 4 below. The simulation results of the bus voltage magnitudes and angles were recorded and presented as shown in Table 3. The voltage profile in Fig. 5 shows the buses which voltages violates the acceptable bus voltage limit of 0.95pu 1.05pu. They are Aliade (0.9469pu-26.80),

    Damaturu (0.8961pu-39.390), Gombe (0.9000pu-37.040), Jalingo (0.8721pu-25.510), Jos (0.9112pu-32.950), Kaduna (0.8833pu-34.560), Kano (0.7805pu-44.590), Makurdi (0.9432pu-27.660), Maiduguri (0.8961pu-39.380), Yola (0.8920pu-23.390). These buses contribute more to the voltage instability been experienced in the Nigeria 330kV transmission network.

    Fig. 3. A simulation model of the Nigerias 330kV Transmission network using Newton Raphson Method.

    Fig. 4. A Zoomed section of the simulation model of the Nigerias 330kV Transmission network using Newton Raphson Method.

    Table 3. Simulation Results of Bus Voltages

    S/N

    Bus Name

    Bus Nominal Voltage (kV)

    Operational Voltage (%)

    Operational Voltage (kV)

    V (pu)

    Angle (0)

    1

    AES

    330

    99.24

    327.492

    0.9924

    -2.99

    2

    Afam GS

    330

    96.93

    319.869

    0.9693

    -15.57

    3

    Ayiede

    330

    96.90

    319.77

    0.9690

    -14.93

    4

    Aja

    330

    99.52

    328.416

    0.9952

    -0.458

    5

    Ajaokuta

    330

    96.10

    317.13

    0.9610

    -27.48

    6

    Akamgba

    330

    95.74

    315.942

    0.9574

    -13.01

    7

    Aladja

    330

    99.25

    327.525

    0.9925

    -20.48

    8

    Alaoji

    330

    97.08

    320.364

    0.9708

    -15.63

    9

    Alaogbon

    330

    99.06

    326.898

    0.9906

    -0.886

    10

    Aliade

    330

    94.69

    312.477

    0.9469

    -26.18

    11

    B.Kebbi

    330

    98.51

    325.083

    0.9851

    -23.39

    12

    Benin

    330

    97.73

    322.509

    0.9773

    -19.32

    13

    Benin North

    330

    95.76

    316.008

    0.9576

    -21.68

    14

    Calabar

    330

    96.59

    318.747

    0.9659

    -17.5

    15

    Damaturu

    330

    89.61

    295.713

    0.8961

    -39.39

    16

    Delta

    330

    100.0

    330.00

    1.0000

    -20.26

    17

    Egbema

    330

    97.68

    322.344

    0.9768

    -10.64

    18

    Egbin PS

    330

    100.0

    330.00

    1.0000

    0

    19

    Erunkan

    330

    98.08

    323.664

    0.9808

    -5.51

    20

    Ganmo

    330

    95.40

    314.82

    0.954

    -20.75

    21

    Geregu

    330

    96.01

    316.833

    0.9601

    -27.5

    22

    Gombe

    330

    90.00

    297.00

    0.9000

    -37.04

    23

    Gwagwalada

    330

    95.84

    316.272

    0.9584

    -29.11

    24

    Ihovbor

    330

    96.61

    318.813

    0.9661

    -19.14

    25

    Ikeja West

    330

    97.04

    320.232

    0.9704

    -11.48

    26

    Ikot Abasi

    330

    96.55

    318.615

    0.9655

    -17.39

    27

    Ikot Ekpene

    330

    96.64

    318.912

    0.9664

    -17.38

    28

    Jalingo

    330

    87.21

    287.793

    0.8721

    25.51

    29

    Jebba GS

    330

    100

    330.00

    1.0000

    -18.5

    30

    Jebba TS

    330

    99.65

    328.845

    0.9965

    -18.79

    31

    Jos

    330

    91.12

    300.696

    0.9112

    -32.95

    32

    Kainji

    330

    100.9

    332.97

    1.0090

    -17.25

    33

    Kaduna

    330

    88.33

    291.489

    0.8833

    -34.56

    34

    Kano

    330

    78.05

    257.565

    0.7805

    -44.59

    35

    Katampe (Abuja)

    330

    95.75

    315.975

    0.9575

    -29.28

    36

    Lokoja

    330

    95.95

    316.635

    0.9595

    -28.38

    37

    Makurdi

    330

    94.32

    311.256

    0.9432

    -27.66

    38

    Maiduguri

    330

    89.61

    295.713

    0.8961

    -39.98

    39

    New Haven

    330

    97.0

    320.10

    0.9700

    -20.13

    40

    New Haven South

    330

    97.01

    320.133

    0.9701

    -20.09

    41

    Olorunshogo

    330

    101.8

    335.94

    1.018

    -10.37

    42

    Omotosho

    330

    100.0

    330.00

    1.0000

    -16.50

    43

    Omoku

    330

    97.79

    322.707

    0.9779

    -10.64

    44

    Oshogbo

    330

    97.41

    321.453

    0.9741

    -18.92

    45

    Okpai

    330

    98.61

    325.413

    0.9861

    -17.84

    46

    Onitsha

    330

    98.23

    324.159

    0.9823

    -17.81

    47

    Owerri

    330

    97.6

    322.08

    0.976

    -13.45

    48

    Papalanto

    330

    97.09

    320.397

    0.9709

    -12.97

    49

    PortHarcourt

    330

    95.69

    315.777

    0.9569

    -16.69

    50

    Sapele

    330

    98.31

    324.423

    0.9831

    -19.04

    51

    Sakete

    330

    95.22

    314.226

    0.9522

    -13.31

    52

    Shiroro

    330

    95.51

    315.183

    0.9551

    -28.22

    53

    Ugwuaji

    330

    96.89

    319.737

    0.9689

    -20.21

    54

    Yola

    330

    89.20

    294.36

    0.892

    -23.39

    Fig. 5. Voltage profile of the existing Nigeria 330kV transmission network

  5. CONCLUSION

The voltage stability of the Nigeria 330kV transmission network have been simulated and analysed. The results revealed the buses that operates at voltage outside the acceptable operational voltage limit of 330kV±5% which is between 313.5kV 346.5kV. These buses constitute the weak buses that cause voltage instability and system collapse in the network and require serious attention. It is therefore necessary to put in place adequate reactive power compensation in these buses to reduce or avoid voltage stability problems and system collapse.

REFERENCES

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[2] https://nerc.gov.ng/index.php/home/nesi/404-transmission visited on 18th October, 2022.

[3] Liang, X.; Chai, H.; Ravishankar, J. Analytical Methods of Voltage Stability in Renewable Dominated Power Systems: A Review. Electricity 2022, 3, 75107. https://doi.org/10.3390/ electricity3010006.

[4] Hang Liang and Jinquan Zhao, A New Method of Continuous Power Flow for Voltage Stability Analysis, 2021 IEEE Asia-Pacific Conference on Image Processing, Electronics and Computers (IPEC), Dalian, China, April 14-16, 2021, pp. 337 -340, | 978-1-7281-9018- 1/20/$31.00 ©2021 IEEE | DOI: 10.1109/IPEC51340.2021.9421181.

[5] Aththanayake, L.; Hosseinzadeh, N.; Mahmud, A.; Gargoom, A.; Farahani, E.M. Comparison of Different Techniques for Voltage Stability Analysis of Power Systems. In Proceedings of the Australasian Universities Power Engineering Conference, Hobart, Australia, 29 November2 December 2020.

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[7] E. N. Ezeruigboa, A. O. Ekwue, L. U. Anih, Voltage Stability Analysis of Nigerian 330kV Power Grid using Static P-V Plots, Nigerian Journal of Technology, Vol. 40, No. 1, January, 2021, pp. 70

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[8] Pinki Yadav,P.R.Sharma, S.K.Gupta, Enhancement of Voltage Stability in Power System Using Unified Power Flow Controller OSR Journal of Electrical and Electronics Engineering (IOSR-JEEE), e- ISSN: 2278-1676,p-ISSN: 2320-3331, Volume 9, Issue 1 Ver. I (Jan.

2014), PP 76-82 www.iosrjournals.org

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[10] Rilwan Usman, Marvin Barivure Sigalo & Steve McDonald (PhD), Analysis of the Effect of Flexible Alternating Current Transmission Network Using ERACS and MATLAB Simulink, European Journal of Engineering and Technology, Vol. 4 No. 3, 2016, pp18 34, ISSN

2056-5860.

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[12] Ogbuefi U. C, Ayaka . O, Mbunwe M. J, and Madueme T. C., Compensation Effect on the interconnected Nigeria Electric Power Grid, Proceedings of the World Cogress on Engineering and Computer Scioece 2017, Vol. 1, WCECS 2017, Octoer 25-27, 2017, San Fransisco, USA, ISBN: 978-988-14047-5-6, ISSN: 2078- 0958(Print), ISSN: 2078-0966.

[13] Swarupa Mishra; Yadwinder Singh Brar, Load Flow Analysis using MATLAB, 2022 IEEE International Students Conference on Electrical, Electronics and Computer Science (SCEEECS), BHOPAL, India, 19-20 February, 2022, DOI: 1109/SCEECS54111.2022.9741005.