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3040 IEEE TRANSACTIONS ON NUCLEAR SCIENCE, VOL. 60, NO. 4, AUGUST 2013 Sliding Mode Control for Spatial Stabilization of Advanced Heavy Water Reactor R. K. Munje , B. M. Patr e, S. R. Shimjith, and A. P . Tiwari  Abstract— Spatia l oscill ations in neutron  ux distrib ution re- sulting from xenon reactivity feedback are a matter of concern in large nuclear reactors. If the spatial oscillations in power distribu- tion are not controlled, power densit y and rate of change of power at some locations in the reactor core may exceed their respective limits causing increase in chances of fuel failure. Hence, during the design stages of any large nuclear reactor, it is essential to identify the existence of spatial instabilities and to design suitable control strategy for regulating the spatial power distribution. This paper presents a method to design and analyze the effect of sliding mode control (SMC) for spatial control of Advanced Heavy Water Reactor (AHWR). The AHWR model considered here is of 90th order with 5 inputs and 18 outputs. In this paper, numerically ill -con dit ione d sys tem of AHWR is sepa rate d int o 73rd order ‘sl ow’ subsys tem and 17t h orde r ‘fast’ subsyste m and SMC is designed from slow subsystem. Further, using simple linear trans- formation matrices, SMC for full system is constructed. Also, it is proved that slow subsystem SMC results in a sliding mode motion for full system. Dynamic simulations has been carried out using nodal core model of AHWR to show effectiveness and robustness of propos ed method.  Index Ter ms— Siding mode control, sliding mode motion, spatial oscillations, two-stage decomposition.  NOMENCLATURE System state matrix. System input matrix. Delayed neutron precursor concentration. Average thermal energy liberated per  fission, J. Ident ity matr ix of dimens ion . Position of regulating rod, % in. Iodine concentration. System output matrix. Fission power, W. V olume, m . Xenon concentration. Manuscri pt received January 28, 2013; revised May 08, 2013; accepted May 10, 2013. Date of publication June 19, 2013; date of current version August 14, 2013. R. K. Munje and B. M. Patre are with the S.G.G.S Institute of Engineering and Technology, Nanded-431606, India (e-mail: [email protected]; bm-  [email protected]). S. R. Shi mjit h and A. P. Tiwar i are with the Reactor Cont rol Divisi on, Bhabha Atomic Research Centre, Trombay, Mumbai-400 085, India (e-mail: [email protected]; [email protected]). Digital Object Identi er 10.1109/TNS.2013.2264635 Hyperplane matrix. Enthalpy, kJ/kg. Mass  ow rate, kg/s. Control input vector. Voltage signal to regulating rod drive, V. Sliding surface. Exit mass quality. Output vector. State vector. Coupling coef cient. Delaye d neutron fraction. Fraction  fission yield. Decay constant. Prompt neutron life-time, s. Reactivity, k. Microsco pic absorptio n cross-secti on, cm . Macrosco pic absorpt ion cross-se ction, cm . Macroscopic  fission cross-section, cm . Constan t of regulat ing rod position . Deviation parameter. Eigenvalue. Perturbation parameter. Positive scalar. As Subscri pts: Precursor. Position of  regulating rod. Iodine. Left. Power. Right. Xenon. Vapor ization. Downcomer. Feed water, Fast, Fission. 0018-9499 © 2013 IEEE

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  • 3040 IEEE TRANSACTIONS ON NUCLEAR SCIENCE, VOL. 60, NO. 4, AUGUST 2013

    Sliding Mode Control for Spatial Stabilization ofAdvanced Heavy Water Reactor

    R. K. Munje, B. M. Patre, S. R. Shimjith, and A. P. Tiwari

    AbstractSpatial oscillations in neutron flux distribution re-sulting from xenon reactivity feedback are a matter of concern inlarge nuclear reactors. If the spatial oscillations in power distribu-tion are not controlled, power density and rate of change of powerat some locations in the reactor core may exceed their respectivelimits causing increase in chances of fuel failure. Hence, duringthe design stages of any large nuclear reactor, it is essential toidentify the existence of spatial instabilities and to design suitablecontrol strategy for regulating the spatial power distribution. Thispaper presents a method to design and analyze the effect of slidingmode control (SMC) for spatial control of Advanced Heavy WaterReactor (AHWR). The AHWR model considered here is of 90thorder with 5 inputs and 18 outputs. In this paper, numericallyill-conditioned system of AHWR is separated into 73rd orderslow subsystem and 17th order fast subsystem and SMC isdesigned from slow subsystem. Further, using simple linear trans-formation matrices, SMC for full system is constructed. Also, it isproved that slow subsystem SMC results in a sliding mode motionfor full system. Dynamic simulations has been carried out usingnodal core model of AHWR to show effectiveness and robustnessof proposed method.

    Index TermsSiding mode control, sliding mode motion, spatialoscillations, two-stage decomposition.

    NOMENCLATURE

    System state matrix.

    System input matrix.

    Delayed neutron precursor concentration.

    Average thermal energy liberated per fission, J.

    Identity matrix of dimension .

    Position of regulating rod, % in.

    Iodine concentration.

    System output matrix.

    Fission power, W.

    Volume, m .

    Xenon concentration.

    Manuscript received January 28, 2013; revised May 08, 2013; accepted May10, 2013. Date of publication June 19, 2013; date of current version August 14,2013.R. K. Munje and B. M. Patre are with the S.G.G.S Institute of Engineering

    and Technology, Nanded-431606, India (e-mail: [email protected]; [email protected]).S. R. Shimjith and A. P. Tiwari are with the Reactor Control Division,

    Bhabha Atomic Research Centre, Trombay, Mumbai-400 085, India (e-mail:[email protected]; [email protected]).Digital Object Identifier 10.1109/TNS.2013.2264635

    Hyperplane matrix.

    Enthalpy, kJ/kg.

    Mass flow rate, kg/s.

    Control input vector.

    Voltage signal to regulating rod drive, V.

    Sliding surface.

    Exit mass quality.

    Output vector.

    State vector.

    Coupling coefficient.

    Delayed neutron fraction.

    Fraction fission yield.

    Decay constant.

    Prompt neutron life-time, s.

    Reactivity, k.

    Microscopic absorption cross-section, cm .

    Macroscopic absorption cross-section, cm .

    Macroscopic fission cross-section, cm .

    Constant of regulating rod position.

    Deviation parameter.

    Eigenvalue.

    Perturbation parameter.

    Positive scalar.

    As Subscripts:

    Precursor.

    Position of regulating rod.

    Iodine.

    Left.

    Power.

    Right.

    Xenon.

    Vaporization.

    Downcomer.

    Feed water, Fast, Fission.

    0018-9499 2013 IEEE

  • MUNJE et al.: SLIDING MODE CONTROL FOR SPATIAL STABILIZATION OF ADVANCED HEAVY WATER REACTOR 3041

    Node number.

    System dimensions.

    Steam, Slow, Spatial power.

    Water.

    Exit quality.

    Global power.

    Equivalent.

    I. INTRODUCTION

    I N India, Advanced Heavy Water Reactor (AHWR), a 920MW (thermal), vertical pressure tube type nuclear reactor,moderated by heavy water, cooled by boiling light water undernatural circulation is designed. The AHWR is fueled with(Th- U)O pins and (Th-Pu)O pins. The reactivity controldevices in AHWR consist of eight absorber rods (ARs), eightshim rods (SRs) and eight regulating rods (RRs). Among these,RRs are used for fine adjustments in reactor power. Out of theeight RRs, four are available for automatic control whereasthe remaining four are under manual operation. The neutronflux is measured using out-of-core ion chambers as well asin-core detectors. In-core detectors, however, are providedprimarily for monitoring of spatial flux distribution in the core[1][3]. The core heat is removed by boiling light water undernatural circulation at a pressure of 7 MPa. Reactor consists of4 interconnected steam drums. Water from each steam drumflows down to a common inlet header. Individual coolantchannels of the core are fed from this common header throughindividual feeder pipes [1], [4]. AHWR has a significant degreeof coupling between the neutronics and the two-phase thermalhydraulics. The physical dimensions of AHWR are largecompared to the neutron migration length in the core, makingit susceptible to xenon-induced spatial oscillations [5]. Tosuppress these oscillations it is necessary to design controllerfor stabilization of total power and core-power distribution.The analysis and control of large scale systems is complicated

    due to high order nature and interacting dynamic phenomena ofwidely different speeds, which gives rise to time-scales. Suchsystems are extensively studied in control theory by singularperturbations and time-scale methods. Excellent survey of suchmethods carried out first by Kokotovic [6] and later by Saksena[7] are available. These methods work by decoupling the fastand slow varying phenomena. The task of decomposition of thesystem leads to model order reduction. In two-stage decomposi-tion, higher order system is decomposed into two comparativelylower order subsystems, namely, slow subsystem and fastsubsystem. The model order reduction procedure and its vali-dation along with composite controller design can be found in[8][13]. Tiwari et al. [14] have developed the non-linear math-ematical model of Pressurized Heavy Water Reactor (PHWR)characterized by 56 state variables and 14 inputs. Singularlyperturbed structure of linear model is exploited to decomposeit into fast subsystem of 14th order and slow subsystem of 42ndorder. Separate regulators are designed and finally combined toobtain the near optimal composite control for the original model.

    Various other techniques are applied to control xenon inducedspatial oscillations in PHWR and AHWR. Such techniques canbe found in [4], [15][27].Variable structure control (VSC) with sliding mode control

    (SMC) were first proposed and elaborated in the early 1950sin the Soviet Union by Emelyanov and several co-researchers[28], [29]. Since then the significant interest on variable struc-ture system (VSS) and SMC has been generated in the controlresearch community worldwide. One of the most intriguingaspects of sliding mode is the discontinuous nature of controlaction whose primary function of each feedback channel is toswitch between the two distinctively different system structuressuch that the new type of system motion, called sliding mode,exists in the manifold. This peculiar system characteristics isclaimed to result in superb system performance which includesinsensitivity to parameter variations, and complete rejectionof disturbance [29], [30]. However, it is not easy to designa sliding mode control law for singularly perturbed systemsdue to the complication of different time-scale behavior andthe discontinuous nature of switching action. Various attemptsto apply sliding mode control strategy to singularly perturbedsystem have been reported by several researches [31][38]. Asingularly perturbed system is first decomposed into slow andfast subsystems and then a composite control law derived fromslow and fast SMC is proposed in [31] in order to stabilizea class of linear time-invariant systems. A similar kind ofapproach was studied by Li et al. [32], in which the upperbound problem of singular perturbation parameter in such acontrol system is also determined. In [35] global stability ofclosed loop system reduced in their fast and slow subsystemusing singular perturbation with sufficiently small perturbationparameter is addressed. However, in these papers the externaldisturbances were not considered. Yue and Xu [33] proposeddesign of SMC for singular perturbation system with parameteruncertainties and external disturbances, but it is difficult tocompute some parameters for the control law design. SMCdesigned for slow subsystem only of singular perturbationsystem to control the full order model is investigated in [34].The fast subsystem is considered as unmodeled high frequencydynamics. Recently, Nguyen et al. in [35] proposed a methodin which a state feedback control law is firstly established tostabilize either slow or fast dynamics and secondly a SMC lawis designed for remaining dynamics of the system to ensurestability and disturbance rejection. Further, in [36] the problemof SMC for singularly perturbed systems in the presence ofmatched bounded external disturbance is discussed. In this,sliding surfaces are designed on the Lyapunov equations forslow and fast subsystems. In [38], Bandyopadhyay et al. haveproposed sliding mode control design via reduced model ap-proach, in which higher order system is decoupled by similaritytransformation into slow and fast subsystems. It is also shownthat the SMC designed for slow subsystem alone can result insliding mode motion for the high order system.Rest of the paper is organized in the following sequence. In

    Section II modeling of AHWR is explained along with state-space representation. Control problem of AHWR is discussedin Section III. In Section IV brief overview of sliding modecontrol is given. Section V presents proposed control law. The

  • 3042 IEEE TRANSACTIONS ON NUCLEAR SCIENCE, VOL. 60, NO. 4, AUGUST 2013

    application of control strategy to AHWR and transient simula-tions are illustrated in Section VI followed by the conclusion inSection VII.

    II. MATHEMATICAL MODEL OF AHWR

    A very extensive derivation of AHWR mathematical modelis given in [2] and [3] and the same has been used here for thestudy carried out in this paper. However, for brevity the modelis discussed briefly in the following.

    A. Core Neutronics Model

    The AHWR core is considered to be divided in 17 relativelylarge nodes as shown in Fig. 1. Based on finite difference ap-proximation of the two group neutron diffusion equations andthe associated equations for an effective single group of delayedneutron precursors concentration, xenon and iodine concentra-tion, the nodal core model has been developed in [2]. The fol-lowing equations constitute the core neutronics model:

    (1)

    (2)

    (3)

    (4)

    (5)

    where and denote the coupling coefficients between thand th nodes and self coupling coefficients of th node respec-tively. and is control signal ap-plied to the RR drive and is a constant having value 0.56. Theneutronic parameters, nodal volumes and cross-sections, nodalpowers and coolant flow rates under full power operation andcoupling coefficients are given in [4].

    B. Thermal Hydraulics Model

    The thermal hydraulics model derived from [39] is given by

    (6)

    (7)

    where, and . In [4], values ofand are given and the same are used here.

    C. Reactivity Feedbacks

    The reactivity term in (1) is expressed as, where is the reactivity introduced by the control rods,is the reactivity feedback due to xenon and is the reac-

    tivity feedback due to coolant void fraction. The reactivity con-

    Fig. 1. 17 nodes AHWR scheme.

    tributed by the movement of the RRs around their equilibriumpositions is expressed as

    The xenon reactivity feedback in node can be expressed as

    The reactivity contribution by the coolant void fraction is

    D. Linearization and State-Space Representation

    The set of equations given by (1)(7) can be lin-earized around steady state operating conditions

    and the linear equa-tions so obtained can be represented in standard state spaceform. For this, define the state vector as

    (8)

    where and the rest, in

    which denotes the deviation from respective steadystate value of the variable. Likewise define the inputvector as and output vector as

    where

  • MUNJE et al.: SLIDING MODE CONTROL FOR SPATIAL STABILIZATION OF ADVANCED HEAVY WATER REACTOR 3043

    and corresponds to normalized total reactorpower and nodal powers respectively. Then the system givenby (1)(7) can be expressed in standard linear state space formas

    (9)(10)

    where is feed water flow rate. Matrices andare given in [4]. Eigenvalues of fall in two distinct clusters.First cluster has 73 eigenvalues ranging from to

    and the second one is of 17 eigenvalues rangingfrom to . Six eigenvalues of havetheir real parts positive while four eigenvalues are at the origin(grouped in first cluster), which indicates instability. Hence, it isnecessary to design an effective controller to maintain the totalpower of the reactor while the xenon induced oscillations arebeing controlled.

    III. CONTROL PROBLEM OF AHWRThe control of large nuclear reactors has been a challenging

    problem. Many authors have addressed the control problem ofother reactors in the perspective of modern control methodolo-gies, but very few literatures are available onAHWR. Control ofAHWR refers to maintaining the total power constant and nodalpower distribution as given in [4]. This is referred as spatialcontrol, by means of which xenon induced oscillations are sup-pressed from growing. The spatial control problem of AHWRhas been attempted by Shimjith et al. in [4], [15], [27]. In [4]control strategy based on feedback of total power as well as spa-tial power distribution signal is suggested. The design of con-troller utilizing merely the feedback of outputs does not ensurebetter transient performance and robustness characteristics. Inextension to this, the three-time-scale property of AHWR hasbeen directly exploited in [15] to design a spatial control basedon state feedback approach. In this, quasi-steady-state method isused to decouple the system in slow, fast 1 and fast 2 sub-systems which involves approximation. Further, the practicalimplementation of such a state feedback controller demandsa state observer of large order. To overcome this, Fast OutputSampling (FOS) controller is proposed in [27]. This method isbased on multirate output feedback, by which the states of thesystem can be computed exactly. The method has its own ad-vantages, but these methods do not assure robustness.In this paper, spatial controller is designed for numerically

    ill-conditioned system of AHWR based on sliding mode controltechnique. However, it is not easy and straightforward to synthe-size a sliding mode control law for numerically ill-conditionedsystem due to the complication of different time-scale behaviorand the discontinuous nature of switching actions. Hence, thehigher order system is first decoupled into slow and fast sub-system and sliding mode control is designed using only slowsubsystem. It is also shown that if a SMC is designed using slowsubsystem and if applied to full order system by simple trans-formation, it results in the sliding mode motion of full ordersystem. The controller so designed has been used for simulationof non-linear model and the results have been found to be sat-

    isfactory and better than three-time-scale based and fast outputsampling feedback based controllers. Moreover, the controllerdesign and simulation results are directly relevant to Indias on-going nuclear power programme.

    IV. BRIEF OVERVIEW OF SLIDING MODE CONTROLThe design of sliding mode control law involves, designing a

    switching surface to represent a desired system dynamics,which is of lower order than the given plant and then designinga suitable control, such that any state of the system outside theswitching surface is driven to reach the surface in finite time.Consider the linear time-invariant controllable system of order, as

    (11)(12)

    where is the system state, is the control withand is the system output. The matrices

    and are constant matrices of appropriate dimensions.Controllability of implies the existence of transforma-tion matrix such that

    (13)

    where and is nonsingular. Under this transforma-tion, system (11) is transformed into regular form given as

    (14)

    where and are of orders and respectively and

    (15)

    A. Sliding Surface DesignConsider the sliding surface [28], [29] of form with

    sliding function parameter of form

    (16)

    The normal form of system (14), when restricted on sliding sur-face , would obey the relationship

    (17)

    Thus, the dynamics of can be represented as

    (18)

    From (14), variable should be regarded as a control input tothe dynamic equation of . The controllability of im-

  • 3044 IEEE TRANSACTIONS ON NUCLEAR SCIENCE, VOL. 60, NO. 4, AUGUST 2013

    plies controllability of . As a result, from (18) if isselected such that eigenvalues of are assigned indesired locations, then is stabilized when confined to slidingsurface. Consequently, due to algebraic relationship (17), isalso stable confined to sliding surface. Thus, stability require-ment of the sliding surface is satisfied and it can be expressedin terms of original state coordinates as

    (19)

    B. Controller Design

    When sliding surface (19) is designed, it is necessary thatfor all initial conditions, the system states converge towards theswitching surface. In other words, if then and, if

    then . This may be combined to yield

    (20)

    This is the existence condition for sliding mode motion. And,when sliding motion takes place after finite timeand for all . Substituting for from (11)

    gives equivalent sliding mode control [29] as

    (21)

    The control law (21) satisfies only the sliding condition. Onemust add a regulating control force in order to satisfy thereaching condition. Thus, define

    (22)

    where can be designed by sigmoid function [32] to eliminatethe chattering and is implemented as

    (23)

    where represents the array multiplication, is a positivescalar and

    The system (11) is asymptotically stable in sliding mode onsliding surface (19) [32].

    V. PROPOSED CONTROL LAW

    The quasi-steady-state method [8] is a good method for de-coupling the full order system for sufficiently small perturba-tion parameter. However, for large systems like nuclear reactor

    the perturbation parameter is not zero. As a result, when usingquasi-steady state method the eigenvalues of the slow and fastsubsystem are no longer in the same position as the eigenvaluesof the full order system. This can be avoided by employingtwo-stage decomposition method [6].

    A. Two-Stage Decomposition

    Consider the singularly perturbed form of the system (11),rewritten as

    (24)

    where denote states such that ,the matrices and are of appropriate dimensionality andparameter is a scalar representing the speed ratio of theslow versus fast phenomenon. The model represented by (24)is a standard singularly perturbation model extensively studiedin the control literature. As the parameter tends to zero, thesolution behaves non-uniformly, producing so called singularlyperturbed stiff problem. Suppose be the eigenvalues ofmatrix arranged in increasing order of absolute values as

    where

    Thus the system (24) has dominant (slow)modes and non-dominant (fast) modes. The basic idea of using the two-stagedecomposition approach in generating lower order models is todecouple the dominant modes from non-dominant modes. Thisis performed through use of two-stage linear transformations[11], [12]. The first stage is to apply the change of variables

    (25)

    to system (24). Here and are respectively andidentity matrices and matrix satisfies the equation

    (26)

    Then system (24) transforms into

    (27)

    where

  • MUNJE et al.: SLIDING MODE CONTROL FOR SPATIAL STABILIZATION OF ADVANCED HEAVY WATER REACTOR 3045

    If is invertible, unique solution of in (26) can be deter-mined by iterative procedure. Now the second linear transfor-mation is applied as

    (28)

    to system (27) and choose matrix such that

    (29)

    Then (27) transforms into

    (30)

    where

    Thus, the application of two-stage linear transformation resultsin decoupling of system (24) into separate slow and fast subsys-tems in (30) from where the slow and fast variables andcan be solved independently. Also, the magnitude of the largesteigenvalue of is much smaller than the magnitude of thesmallest eigenvalue of , i.e.,

    The transformations (25) and (28) relate the slow and fast vari-ables and with the original variables and as

    (31)

    where and .

    B. Sliding Mode Control Law Design Using Slow Subsystem

    The system formulation (30) is related to its original form(24) via linear transformation (31). Therefore, controllability of(11) implies the controllability of subsystems i.e., pairsand are controllable. In addition, it is assumed that fastsubsystem is asymptotically stable, i.e., . Since, incase of majority of physical systems, fast subsystem is stable,therefore, sliding mode control law is designed using slow sub-system alone. From (30), slow subsystem can be written as

    (32)

    The relationship between the slow subsystem states (32) andstates of system (30) is given as

    (33)

    where . Let be a stable sliding surfacefor slow subsystem (32). Hence, the motion around can beobtained by setting . Therefore, equivalent sliding modecontrol is

    (34)

    Thus, motion along is given by

    (35)

    As the system (35) is stable by design, eigenvalues ofwill be stable.

    Lemma 1: If motion around for system (32) isstable then the motion around

    (36)

    for system (24) is also stable.Proof: Since, is a stable sliding surface for

    system (32), from (33) sliding surface for system (30) can bewritten as

    (37)

    Sliding motion around for system (30) can be obtained bysetting . As a result equivalent control becomes

    (38)

    Thus, motion around switching surface is

    (39)

    which is obtained from (30) by replacing with . Asis stable by design and is assumed

    to be stable, the sliding motion of (30) is stable. System formu-lation (30) is related to its original form (24) via linear trans-formation (31). Therefore, is also stable slidingsurface for (24).Now setting , equivalent control for system (24) can beobtained from (38) as

    (40)

  • 3046 IEEE TRANSACTIONS ON NUCLEAR SCIENCE, VOL. 60, NO. 4, AUGUST 2013

    The control (40) satisfies only sliding condition for system (24),as proved in Lemma 1, however, reaching condition is satisfiedby (23), where total control law is given by (22).Lemma 2: Full order system (24) is asymptotically stable in

    sliding mode on sliding surface (36).Proof: From (31), (33) and (36) sliding surface for full

    order system (24) can be written as

    Now, choosing Lyapunov function as

    for all . The reaching condition is thus satisfied.

    VI. APPLICATION TO AHWR

    The linear model of the AHWR given by (9)(10) presentedin Section II-D, is found to be controllable and observable[4]. Small and medium size nuclear reactors are generallycontrolled based on feedback of total power, however, largereactors, like AHWR, require feedback of spatial power distri-bution along with the total power feedback for effective spatialcontrol. Hence, conventional controller for total reactor poweris designed first.

    A. Total Power Feedback

    Consider the input in (9) of the form

    (41)

    where, and give respectively the global power and spatialpower components. Now, consider the total power feedback as,

    (42)

    where is (4 18) matrix given by ,in which represents vectors of (4 1) dimension and

    such that the feedback gain cor-responding to total power is for all RRs and is zerocorresponding to nodal powers. Using (42) the state equation(9) becomes

    (43)

    where . Submatrices of and aregiven in [15]. The stability characteristic of the system (43) isinvestigated by varying the value of and for ,the gross behavior of the system seems stable though thesystem can show spatial instability [15]. This is revealed bysimulating transient involving a spatial power disturbanceusing non-linear model of the reactor given by (1)(7) using

    MATLAB/SIMULINK. It was assumed that the reactor wasoperating initially at full power, with control signal generatedby (42). The RR2 which was initially at its equilibrium positionwas driven out by about 1% by giving proper control signal.Immediately after that, RR2 was driven back to its originalposition and thereafter left under the influence of controller.The response of the model to this disturbance was investigatedin terms of variations in total power and tilts in the first andsecond azimuthal modes defined as:

    It was observed in the simulation that, in spite of the globalpower being regulated at full power as shown in Fig. 2(a), thepower distribution in the core undergoes oscillations. Within 38h, the first and second azimuthal modes of oscillations grow tothe amplitudes of the order of 1.4% and 0.75% respectively asshown in Fig. 2(b). Period of the oscillations are observed tobe 20 h and 12 h respectively for first azimuthal and secondazimuthal. These spatial oscillations and subsequent local over-powers pose a potential threat to the fuel integrity of any nuclearreactor, and hence require control. Therefore, it is necessary todevise a suitable spatial power controller for AHWR.

    B. Spatial Control for AHWR

    After designing the global power control component, we turnour attention to the spatial control component of input in (41).Along with the total power and spatial power feedbacks, stateequation (9) becomes

    (44)

    where, given by (43) has eigenvalues falling in two differentclusters. First cluster of 73 eigenvalues ranging from

    to with three eigenvalues at the originand second cluster of 17 eigenvalues range from to

    . Hence, it is possible to transform model (44)into singularly perturbed form (24).1) Singularly Perturbed Form of AHWR Model: In case of

    AHWR, after linearization of set of equations given by (1)(7),

  • MUNJE et al.: SLIDING MODE CONTROL FOR SPATIAL STABILIZATION OF ADVANCED HEAVY WATER REACTOR 3047

    Fig. 2. Unstable modes of spatial instability. (a) Global Power, (b) First andSecond Azimuthal Tilts.

    it is indeed observed that coefficients in the 17 equations fornodal powers, contain in their denominator. Its value is

    s. This parameter can be picked up as . There-fore, the state variables of system defined by (8) are groupedinto slow and fast ones as

    (45)(46)

    Now, the AHWR model is transformed into standard singularlyperturbed form where and . Submatrices

    and are respectively ofdimensions (73 73), (73 17), (17 73), (17 17), (73 4)and (17 4).2) Control Law Design: Transformation matrices and ,

    fast subsystemmatrix and slow subsystems matrixcan be obtained very easily by using the procedure explainedin Section V-A. The eigenvalues of matrices and aregiven in Tables (I) and (II) respectively. It is seen that the eigen-values of and are in excellent agreement with thelast 17 and remaining 73 eigenvalues of matrix respectively.Hyperplane matrix for slow subsystem is determined usingthe method explained in Section V-B. From Table I it can be ob-served that the eigenvalues of fast subsystem are asymptoticallystable i.e., . Hence, sliding mode control law canbe constructed using the slow subsystem as given below.

    (47)

    TABLE IEIGENVALUES OF FAST SUBSYSTEM

    TABLE IIEIGENVALUES OF SLOW SUBSYSTEM

    where is the switching surface given by

    C. Transient Simulations

    The reactor was assumed to be initially operating at fullpower equilibrium condition. Shortly, RR6, originally underauto control was driven out by almost 2% manually by givingproper control signal and simultaneously RR4 was drivenin by 2%. Subsequently these regulating rods were left attheir new positions under the effect of controller. The controlsignals to RR drives were generated as per (47). Non-linearmodel of the reactor given by (1)(7) is simulated using

  • 3048 IEEE TRANSACTIONS ON NUCLEAR SCIENCE, VOL. 60, NO. 4, AUGUST 2013

    Fig. 3. Variations inRR positions.(a)Three-time-scale approach (Shimjith et al.[15]), (b) Proposed approach.

    MATLAB/SIMULINK for step size of 10 ms. Generated re-sults are shown in Fig. 3. From the simulations, it was noticedthat RRs were driven back to their equilibrium positions bycontroller (Fig. 3(b)). This result is compared with the resultobtained by applying three-time scale control law given in [15].It is observed that, both the controllers are driving RRs back totheir equilibrium positions but time required to do so is muchless in the proposed controller.Fig. 4 shows the closed loop system response during another

    spatial power transient initiated by a momentary disturbance inpositions of RR2 and RR4. RR2 which was initially at its equi-librium position was driven out by 1% and RR4 was parallellydriven in by the same amount. Immediately after that these RRswere driven back to their original positions respectively andthereafter again transferred under the influence of the controller(42). As a consequence of this disturbance and as the controlis based only on feedback of the total power, the tilts startedpicking up. After about 16 hours and 40 minutes the spatial con-trol component was introduced in the control signal. Fig. 4(a)shows the variations in first and second azimuthal and Fig. 4(b)shows a zoomed version of the former, focusing the region nearthe introduction of spatial control. It was observed that tilts arecontrolled within 50 seconds and completely suppressed in 2hours. Furthermore, when control signal is given to the rods asshown in Fig. 5(a), the variations in control rod positions is ob-served, as depicted in Fig. 5(b). This resulted in the perturbationin spatial power distribution, which were suppressed by the spa-tial controller within about 70 s, as shown in Fig. 6(a)(d).

    Fig. 4. Suppression of tilts after introduction of spatial control. (a) First andSecond Azimuthal Tilts, (b) First and Second Azimuthal Tilts.

    Fig. 5. Effect of spatial control (change in RR2 and RR6). (a) Control signalto RR drive, (b) Rod Positions.

    VII. CONCLUSIONIn this paper, sliding mode control law is proposed for spa-

    tial stabilization of AHWR. The original numerically ill-condi-tion system is decomposed into two subsystems. Sliding modecontrol law is then designed for slow subsystem. Subsequently,SMC law for full order system is designed using linear trans-formation matrices. Performance of the proposed control law isjudged via simulations carried out under various transient con-ditions with step time of 10 ms. It is observed that the controlleris stabilizing the spatial oscillations and nodal power variationsin very small time. The control strategy for AHWR, presented

  • MUNJE et al.: SLIDING MODE CONTROL FOR SPATIAL STABILIZATION OF ADVANCED HEAVY WATER REACTOR 3049

    Fig. 6. Variations in nodal powers. (a) Node-1, 2, 3, 4 and 5 Powers, (b) Node-6, 7, 8 and 9 Powers, (c) Node-10, 11, 12 and 13 Powers, (d) Node-14, 15, 16 and17 Powers.

    here, utilizes the feedback of nodal powers, regulating rods po-sitions and xenon and iodine concentrations. For the latter twovariables, it would be necessary to employ an observer or esti-mator.

    ACKNOWLEDGMENTThe authors wish to express their sincere thanks to Board of

    Research in Nuclear Sciences (BRNS), Department of AtomicEnergy, Government of India for funding the project (SanctionNo. 2009/36/102-BRNS).

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