FEBA Flooding Experiments with Blocked Arrays Evaluation ...

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KfK 3657 März 1984 FEBA- Flooding Experiments with Blocked Arrays Evaluation Report P. Ihle, K. Rust Institut für Reaktorbauelemente Projekt Nukleare Sicherheit Kernforschungszentrum Karlsruhe

Transcript of FEBA Flooding Experiments with Blocked Arrays Evaluation ...

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KfK 3657März 1984

FEBA­Flooding Experiments

with Blocked ArraysEvaluation Report

P. Ihle, K. RustInstitut für Reaktorbauelemente

Projekt Nukleare Sicherheit

Kernforschungszentrum Karlsruhe

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KERNFORSCHUNGSZENTRUM KARLSRUHE

Institut für Reaktorbauelemente

ekt Nukleare Sicherheit

KfK 3657

FEBA - Flooding Experiments with Blocked Arrays

Evaluation Report

P. Ihle, K. Rust

Kernforschungszentrum Karlsruhe GmbH, Karlsruhe

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Als Manuskript vervielfältigtFür diesen Bericht behalten wir uns alle Rechte vor

Kernforschungszentrum Karlsruhe GmbH

ISSN 0303-4003

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I

s with Blocked were conrlucted to the

effectiveness of the emergency core of pressurized water reactors

(PWR) with deformed claddings of some fuel rod clusters. Full bundles

of lx5 as weIl as 5xS electrical1y heated rods of PWR dimensions were used

for a number of separate effect test se ries with various blockage geometries

simulating ballooned fuel rod claddings.

The results of the eigth test series performed with the 5x5 rod bundle using

full decay heat show the effects of grid spacers and coplanar coolant chan­

nel blockages with and without bypass on reflood heat transfer. The eooling

enhancement downstream of grid spacers as weIl as within and downstream of

blockages of 62 % blockage ratio mainly occurs during the early portion of

reflood. For the 90 i. blockage ratio only maximum cladding temperatures

downstream of the blockage were slightly higher (max. 50 K) than in the

bypass area.

The purpose of the investigations was to obtain an insight into the most

important heat transfer mechnisms to broaden the data base for the develop­

ment and assessment of improved thermal-hydraulic models.

FEBA - Ilutexperimente mit ~lockierten !nordnungen

Auswertebericht

KURZFASSUNG

Experimente wurden durchgeführt zur Untersuchung der Wirksamkeit der Kern­

notkühlung von Druckwasserreaktoren (DWR) bei deformierten Hüllrohren eini­

ger Brennstäbe. Die lx5 und 5x5 Bündel aus elektrisch beheizten Stäben vol­

ler Länge mit DWR-Abmessungen wurden für eine Reihe von Testserien mit ver­

schiedenen Blockadegeometrien eingesetzt. Die Blockaden simulierten aufge­

blähte Brennstabhüllrohre. Die Testserien dienten zur Untersuchung der Ein­

zeleffekte.

Die mit dem 5x5 Stabbündel und voller Nachwärmeleistung erzielten Ergebnisse

zeigen die Effekte von Abstandshaltern und koplanaren Kühlkanalblockaden mit

und ohne Bypass auf den Wärmeübergang beim Fluten. Die Kühlungsverbesserung

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Ir

sowohl nach Abstandshaltern als auch in und nach Blockaden mit einem Blocka-

von 62 % trat sächlich im frühen Teil der auf. Beim

Blockadegrad von 90 % waren die maximalen Hül nur nach der

Blockade geringfügig höher (max. 50 als im bereich.

Absicht der Untersuchungen war, ein verbessertes Verständnis der wichtigsten

Wärmeübergangsmechanismen zu gewinnen und die Basis experimenteller Daten zu

erweitern für Entwicklung und Überprüfung verbesserter thermohydraulischer

Rechenmodelle.

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III

OF CONTENTS

Page

1.

1.1

1.2

2.

2.1

2.2

3.

4.

5.

6.

7.

8.

9.

9.1

9.2

9.2.1

9.2.1.1

9.2.1.2

9.2.2

9.2.2.1

9.2.2.2

Introduction

Simulation of Thermohydraulics in a Core

During LOCA of a PWR

FEBA Reflood Program

Test Facility Design

Test Loop

Test Section

Heater Rod Design

Blockage Design

Instrumentation

Data Acquisition System

Program Test Parameters

Operational Procedure

Results and Discussions

Qualitative Influence of Blockage Size and Shape

(l x 5 Rod Row)

Effects of Blockages with and without Bypass

(5 x 5 Rod Bundle)

Base-Line Tests and Grid Spacer Effects.

Series I and 11

Measurements

Discussion of the Grid Spacer Effects

Separate Effects of Blockages with Bypass,

Series 111 and IV

Measurements. Series 111

Discussion. Series 111

1

1

3

5

5

6

7

8

10

12

13

13

15

15

17

18

18

19

20

20

21

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9.2.2.3

9.2.2.4

9.2.3

9.2.3.1

9.2.3.2

9.2.4

9.2.4.1

9.2.4.2

10.

11.

11.1

11.1.1

11.1.2

11.1.3

11.2

12.

13.

14.

IV

Measurements, Series IV

Discussion, Series IV

Combined Effects of Blockages with Bypass and Grid

Spacers, Se ries V and VI

Measurements, Series V and VI

Discussion, Series V and VI

Effects of Blockages without Bypass,

Cooling Enhancement for Known Mass Flux,

Series VII and VIII

Measurements, Series VII and VIII

Discussion, Series VII and VIII

Comparison of All Arrays with Each Other

Analyses

Grid Spacer Effects on Two-Phase Flow Heat Transfer

Enhancement of Mist Cooling

Characteristic Time Scale for Mist Flow

Mist Cooling Enhancement Downstream of Grid Spacer

Blockage Effects on Two-Phase Flow Heat Transfer

Summary of the Results

Conclusions

References

22

22

23

24

24

25

26

26

26

29

30

31

32

33

37

39

41

42

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v

This 18 an overall summary of an experimental ion which i8

apart of the German LWR program. Within the framework of this pro­

gram the Kernforschungszentrum Karlsruhe (KfK) started the Project Nuclear

Safety (PNS) in 1973 for investigations on LWR fuel behavior under loss-of­

coolant accident (LOCA) conditions 11 Subjects of special importance were:

The extent of core damage during a LOCA, the consequences of fuel rod fail­

ures on core coolability and fission product release, and the quantification

of safety margins.

One of the experimental programs of the PNS was entitled

"Investigation of the Influence of the Size and the Shape of Coolant Channel

Blockages upon Emergency Core Cooling (ECC) in the Reflood Phase of a LOCA".

It was defined mainly by Mr. A. Fiege (PNS) and Mr. G. Hofmann (IRB) who

initiated the investigation in the Institut für Reaktorbauelemente (IRB) of

the KfK.

The program evolved to the FEBA program (Klooding !xperiments with ~locked

!rrays) in 1977. The publication of this report as weIl as two complementing

data reports marks the completion of this program.

Although many individuals have contributed to this program, we wish particu­

larly to acknowledge the following:

Mr. H. Kreuzinger

Mr. H. Schneider

Mr. S. Barth

Mr. H. Weber

Mr. W. Hame

Design of the test facility,

test section assemblies,

fuel rod simulators,

instrumentation,

rig operations.

Data acquisition systems,

instrumentation,

data processing.

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VI

Mr. A. le Electric power contral.

Mr. K. Hitzig electric power y,

Mr. G. instrumentation.

Mr. H. Lechner safety control system.

Mr. W. Götzmann Data colleeting,

Mr. S. Malang processing and display.

Mr. M. Politzky

The main workshop VBW/HW of the KfK and the Hermann KneißJer KG at D-7230

Schramberg for heater rod instrumentation.

We greatly acknowledge the incentives and contributions of Dr. R.S.L. Lee,

Professor of the State University of New York at Stony Brook. He spent many

weeks with us evaluating FEBA results with respect to droplet cooling ef­

feets in mist flow (see Referenees) and he drafted with us and reviewed this

report.

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VII

SUMMARY

The influence of size and of coolant channel s on the effecti-

veness of the emergency core cool of zed water reaetors has

been inves ed. The llooding s with llocked ~rrays were

conducted to study separate effects in foreed feed tests. FulI length bund­

les of lxS as weIl as 5xS electrical heated rods were used for a number of

test series with various blockage geometries simulating ballooned fuel rod

claddings. Eight consecutive test series were performed utilizing the 5xS

rod bundle of 3.9 m heated length with full decay heat rod power of chopped

eosine axial distribution.

This report presents some typieal data and a limited analysis of the reflood

behavior to assist the development and assessment of computational models

for predicting the effects of grid spacers and blockages on reflood heat

transfer. The test series conducted are briefly described as foliows:

Series I: Base-line tests with undisturbed bundle geometry. seven grid

spacers.

Series 11: Investigation of the effects of a grid spacer, without grid

spacer at the bundle midplane.

Series 111: Investigation of the effects of a 90 % flow blockage with by­

pass,

blockage at the bundle midplane of 3x3 rods placed in the cor­

ner of the 5x5 rod bundle, without grid spacer at the bundle

midplane,

Series IV:

Series V:

Investigation of the effects of a 62 % flow blockage with by­

pass,

blockage at the bundle midplane of 3x3 rods placed in the cor­

ner of the 5x5 rod bundle, without grid spacer at the bundle

midplane.

Investigation of the effects of a 90 % flow blockage with by­

pass combined with grid spacer effects, blockage immediately

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VIII

upstream of the bundle

ner of the 5x5 rod

at 3x3 rods in the cor-

spacer at the bundle mid

Series VI: Inves ion of the effects of 90 % and 62 % flow

with bypass, eombined with grid 8paeer effects. 90 i. bloekage

immediately upstream of the bundle midplane, 62 % blockage

immediately downstream of the bundle midplane. both bloekages

at the same 3x3 rods plaeed in the corner of the 5xS rod bund­

le, grid spaeer at the bundle midplane,

Series VII: Investigation of the effeets of a 62 i. flow blockage without

bypass,

bloekage at the bundle midplane of all rods of the 5xS rod

bundle.

Series VIII: Investigation of the effeet of a 90 % flow bloekage without

bypass,

blockage at the bundle midplane of all rods of the SxS rod

bundle.

For the reflood tests system pressures and flooding velocities of 2 through

6 bar and 2.2 through 5.8 em/s, respectively, were applied for most of the

test series.

The results show that for these reflood and blockage conditions the coolabi­

lity of severely deformed fuel rod clusters seems not to be a serious prob­

lem.

The comparison of the results of the different test series with each other

brings out the most important effects of coolant ehannel eonstrietions on

two-phase f10w heat transfer in rod bund1es. The early portion of the re­

flood phase i8 eharaeterized by mist flow regime for all flooding eonditions

inve8tigated. Water droplets are entrained by highly superheated steam. Flow

obstaeles such as grid spaeers and bloekages inerease loeal turbulence as

weIl as droplet evaporation leading to signifieant increase of loeal heat

transfer. This effect compensates to a large extent loeal eoolant mass f1ux

reduetion due to bloekages with bypass.

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IX

transients measured and evaluated from the different test series.

i.e. and fluid s. heat transfer coefficients. pressure

differences and water carry over. are ed and discussed.

Short analyses of grid spacer and blockage effects conclude this report

which 1s accompanied by two data reports /2.3/.

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1. INTRODUCTION

1.1 SIMULATION OF THERMOHYDRAULICS IN A CORE DURING LOCA OF A PWR

The thermohydraulics in the eore a LOCA of a PWR s on

the loeation and the size of the break in the primary coolant system. How­

ever. the conditions of the plant at initiation of a LOCA as weIl as the

design and the operation of the emergency core cooling system influence time

dependent core cooling eonditions as weIl.

During a large break in the cold leg. the water within the primary eoolant

eircuit rapidIy depressurizes leading to a flow reversal in the eore. The

flow direction from top to bottom of the core prevails at least towards the

end of the blowdown phase, i.e. when the system pressure corresponds to tne

pressure in the containment. The upper part of Fig. 1 shows a simplified

scheme of a 4-loop steam generator system of a PWR. The lower part of Fig. 1

shows the reactor pressure vessel and the installations.

During blowdown emergency core cooling systems are initiated following the

transient of the system pressure. However. it is assumed that the reactor

pressure vessel is empty at the end of the blowdown phase. The low pressure

emergency core cooling system already operating is assumed to need some time

to fill up the pressure vessel until the lower end of the core is beginning

to be submerged in the rising water column (refill phase). At that moment

the main flow direction through the core again i8 rever8ed to from bottom to

top. e.g. "the beginning of reflood". Ballooning of fuel rod claddings may

occur at the end of the refill phase since the fuel and the claddings are

heated up. and the system pressure is low. The deformation may be continued

during the early portion of reflood. Figure 2 shows the fuel rod cladding

loading in a 2F-cold leg break LOCA. The quest ion to be answered is: "How

and to what extent do coolant channel blockages (due to ballooned fuel rod

claddings) influence the effectiveness of the reflood core cooling?"

For a reactor core characterized by axial and radial power distribution of

roughly eosine shape it is expected that if any ballooning occurs it will be

found in some fuel rod clusters of the core. Since a PWR core consists of a

large number of parallel channels which are connected with each other in the

radial direction, the rising reflood flow may bypass the blocked fuel rod

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the wake of the as well as a limited zone

In the lnvest ion of the different

to include in the final

• additional hot

cluster

upstream of the

and flow conditions, it is

results the real flow conditions due to, for

ection.

The investigation of the complex flow conditions requires the simulation of

a sufficiently large section of a PWR core including at least parts of the

primary coolant eircuit. However, to assess primarily the influence of de­

formed fuel rods on the effeetiveness of reflood core cooling, an experimen­

tal facility was chosen which allows easy exchange of various blockages for

the performance of a large number of tests for various reflood conditions.

This has led to aseparate effect test rig with a relatively small bundle

size. However, small bundle cross seetions do not allow an adequate simula­

tion of flow pattern in the upper and lower plena of a reactor.

A number of bundle tests were conducted in order to generate heat transfer

and fluid flow data needed for the safety analysis of reactors. In the

majority of these tests the eooling eonditions were investigated in undis­

turbed bundle and rod geometries /4,5/. Integral experiments with partly

bloeked eoolant ehannels, e.g. some FLECHT-tests. indieated that the eooling

effectiveness is enhaneed in certain areas downstream of a bloekage. This

improved heat transfer is eaused by the inereased flow turbulenee produeed

by the bloekage /6/. These tests, however, were limited to only a few types

of blockages and it was not elear whether this finding would generally be

valid for all types of bloekages. Model experiments on unheated bundles with

partially bloeked ehannels showed the phenomena oeeuring for single-phase flow

eonditions /7,8/. Experimental studies under simulated reaetor deeay heat

power eonditions were performed to study the effect of partial flow bloek­

ages on the eapability of emergeney eore eooling. The tests eondueted with

both plate and sleeve bloekages did not indieate any signifieant difference.

These tests were performed in a 3x3 rod bundle. 762 mm heated length, with

substantial bypass effeets. at a flooding rate of 5 em/s /9/.

To obtain a better understanding of the flow conditions and to provide an

expanded data base for an adequate analytieal description of the eomplex

heat transfer proeesses taking plaee in a bundle of ballooned rods during

the reflood phase, separate effeet tests under foreed reflood eonditions

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were med. The of the tests was to the influence of

the and the size of cool channel on the ic

behavior that occurs dur the reflood The FEBA program

!xperiments with Blocked was carried out in consecutive test series,

a lxS array of electric heater rods for the tests and a

Sx5 rod array as the main arrangement for all of the tests.

Similar experiments have been performed with the FLECHT-SEASET 21 rod bundle

test configuration 1101 and in the THETIS rig using a 7x7 rod cluster 111

In the FLECHT-SEASET tests, two blockage sleeve shapes have been utilized: a

long non-concentric sleeve and a short concentric sleeve. Both coplanar and

non-coplanar blockage arrays have been investigated under forced and gravity

reflood conditions.

The THETIS cluster has contained a severe partial blockage formed by atta­

ching sleeves to 4x4 rods. The experiments have been performed under single­

phase eooling eonditions as weIl as forced reflooding. The FEBA, FLECHT­

SEASET and THETIS flow blockage programs provide complementary data. A com­

parison of the da ta shows a consistancy in trends and a general agreement in

magnitude 112/. The final objective of these three flow blockage programs is

the development of thermal-hydraulic models to predict the grid spacer and

flow blockage effects on reflood heat transfer.

1.2 FEBA REFLOOD PROGRAM

The specific objectives of the separate effect tests under forced reflood

conditions were:

- To measure and to evaluate thermal-hydraulic data for unblocked rod

bundle geometries,

- To measure and to evaluate the effects of grid spacers upon the thermal­

hydraulic behavior,

- To measure and to evaluate thermal-hydraulic data for blocked bundle

geometries with and without bypass.

An initial set of tests with no channel blockages served as a comparison

basis which would allow the evaluation of the effects of grid spacers and

blockages. The second set of tests examined the perturbation effects of grid

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spacer. The succeed sets of

s. A 5xS rod bundle

lx5 rod row was

and

spacers the removal of the

test series served for variation of

was used for all these sets of tests and a

also used as a flexible test vehicle for

sizes.

The lxS rod row was chosen to investigate the influence of the shape

of blockages on the eooling conditions. From the existing literature. for

two-phase flow conditions only the results of plate blockage deviees were

known and this was the reason for starting the blockage tests using plate

blockages characterized by sudden reduction and expansion of the flow path.

The latter tests using solid as weIl as hollow sleves showed the influence

of the shape and the size of blockages by comparison with tests using plate

blockages /13/ through /16 / and /25/ through /28/. The variation of the

blockage geometry is shown in Fig. 4.

The FEBA 5x5 rod bundle program consisted of eight test series with diffe­

rent grid spacer and sleeve blockage arrays within the bundle (see Fig. 5).

The main purposes of the individual test series are:

Series I: Base-line tests with undisturbed bundle geometry containing all

grid spacers for comparison with the subsequent series.

Series 11: Investigation of the grid spacer effects on the axial tempera­

ture profile at bundle midplane.

Series 111: 90 % blockage at the bundle midplane of 3x3 rods placed in a

corner of the 5x5 rod bundle with bypass for localization of

the worst cooling conditions in the blockage region. grid

spacer effects near the blockage excluded.

Series IV: Same as Series 111. however. for 62 % blockage at identical 3x3

rod cluster.

Series V: Similar as Series 111. however. including grid spacer effects:

90 % blockage 100 mm upstream and grid spacer at bundle mid­

plane. Investigation of a possibly hot region between blockage

top end and subsequent grid spacer.

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Similar as Series V however, includ a second

of 62 % ratio downstream of the 90 %

at the same rod cluster. Invest ion of a y

between the two as weIl as downstream ofhot

both

Series VI:

Series VII: 62 % ratio for all subchannels at the of the

bundle. Investi ion of cool enhancement downstream of

blockages for a given mass flux in the blocked subchannel

flux in the blocked subchannel unknown for s with by-

pass).

Series VIII: Same as Series VII, however, for 90 % blockage ratio.

The evolution of the FEBA pro gram inelud the facil as weIl as

interim results are described successively in the semiannual and the annual

reports of the P eet Nuclear Safety (PNS) /13, 14, 17/.

2. TEST FACILITY DESIGN

The test facility is designed for aseparate effeet test program a

constant flooding rate and a constant baek pressure to allow investigation

of the influence of coolant channel blockages independently of system ef­

feets.

2.1 TEST LOOP

Figure 6 shows schematically the test loop. It is a forced-flow reflood

faeility with a back pressure control system. Coolant water is stored in a

tank (3). During operation, coolant is pumped (4) through a throttle valve

(7) and a turbine meter (8) into the lower plenum region (10) of the test

section (11). The coolant flow may be directed either upwards the

test assembly, or the lower plenum (10) and water level regulation

valve (9) back into the water supply. When reflood is initiated, coolant

water rises in the test assembly and two-phase flow results when water

reaches the hot zone of the heater rods. Entrained water droplets are trans­

ported upwards by the rising steam and may impinge on the steam water sepa­

rator (13) placed above the test assembly. Figure 7 shows the design of the

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tank (17), where the water content i8 contLUUUU~L

upper

collect

enum and water

-6-

in detail. The 1 then drains into a

mea8ured. This

tank had a volume of 10 for Series I 111 and a volume of 32

deflector and i8 then flow th>""",.,.h

for the follow Series IV VIII. Steam passes around the

a buffer tank (19 to the

et

The buffer tank has an automatie pressure

constant exit or back pressure for the test as

is connected to the buffer to heat up the total and the buffer

contents, and to maintain system pressure. The test rod instrumentation (1

exits from the lower end of the test as do the electric power

connections (14) for the heater rods. 8 shows the lower ..,.LCUU,,", rod

penetrat power and instrumentation exists. However, the instru-

mentation of the sleeve blockage i5 led to the end of the hous such

that it does not influence the mixture ri from the bottom. The

housing is insulated to reduce heat loss to the outside air environment.

Figure 9 shows a cross sectional view of the test section the

housing insulation as weIl as the instrumentation exits for the measurement

of fluid and housing temperatures and differential pressures.

2.2 TEST SECTION

The 1x5 rod array as weIl as the 5x5 rod array are placed in full length

housings which have a wall thickness of 6.5 mm of stainless steel (DIN

4571). The reasons for the use of this thick-wall hous are to simulate

surrounding heat generating hot rods by sufficient heat storage in

the wall prior to the individual tests (see Section 8), to facilitate as­

sembling of the test rig, and to allow easy penetration of the wall for

instrumentation of the bundle with fluid thermocouples (see Section 5).

The dimensions of the housing inner cross section have been so chosen that

the 5xS rod bundle array and an infinite bundle are to have the same sub­

channel hydraulic diameter d H:

d = 4 AH C

where

A

C

13.47 rnm

Flow area

Wetted perimeter

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The heater rod i5 14.3 mm. Or KWU-PWR grid spacers are located

at the test and every 545 mm above and below that level. The grid

spacers are attached to the rods friction. are slid in the bundle

in axial direction when relative motion between bundle and

occurs.

The heater rods are bol ted to the flange of the test section (see

7), and the lower ends of the rods penetrate through the test assembly

pressure barriere The penetration is accomplished using O-ring sealings, and

allows axial movement of the heater rods relative to the housing. Weights

are hung from the bottom end of the rods to prevent them from bowing due to

friction in the sealing during temperature ehanges (see Fig. 8).

3. HEATER ROD DESIGN

Indirect eleetrically heated rods are used to simulate the nuclear fuel

rods. Figures 10 and 11 show the axial dimensions and the eross section of

the heater rod which has PWR dimensions. A spiral wound heating element is

embedded in the electrical insulator, and then encapsulated in the clad,

which has a wall thickness of one millimeter. The eosine power profile of

the fuel rods is approximated by 7 steps of different specific power. The

left-hand side sketch of Fig. 12 shows the axial power distribution of the

heater rod with a heated length of 3900 mm for the 5xS rod bundle tests. For

the 1xS rod row tests a heated length of 2900 mm was used. The average step

power level is shown together with the length of each power step. The axial

power profile is flat. The peak to average ratio amounts to 1.19. The right­

hand side sketch of Fig. 12 shows the axial positions of the seven grid

spacers. In design, contruction and fabrication, the heater rods used in the

tests are identical to the fuel rod simulators used in the PKL test facility

of KWU /5/. In contrast to a nuclear fuel rod with a Zircaloy cladding and a

gas filled gap, this heater rod is a "solid type" usually used for thermal­

hydraulic tests without agas filled gap between the NiCr cladding and the

electrical insulation.

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4. BLOCKAGE DESIGN

In the 1x5 rod array, both

rod effeets on the

age shown in F 13 has a he

sleeve device of 80

bloek-ies. The

were used to simulatete and sleeve

of 23 mm. This f shows also the

mm used in the 1x5 rod array. Both

The sleeves were located in the lxSa 62 % flowdevices

rod array The plate blockage was fitted just above the to

have the upper end of the blockage set at the same axial position as the

upper end of the sleeve blockage in the tests /6, 7, 9/.

For the 5x5 rod bundle tests, sleeves of 180 mm length were used. Figures 14

and 15 show the of hollow sleeves used to simulate the smooth geometry

ovno~red from ballooned rods with blockages of 90 % and 62 %, respectively,

of the subchannel flow area. In addit side devices were

between the sleeves and the test housing walls. The gap between the side

plate devices and the housing provided sufficient insulation for reduction

of radial heat loss to the housing of slightly lower temperature than the

rods in the bundle.

The influence of blockage size and shape on two-phase flow and heat transfer

was investigated in previous tests /13/ through /16/ and /25/ through /28/.

No bypass flow existed during most of those investigations of the effect of

droplet atomization at given mass flow rates. For all geometries, improved

cooling was found downstream of such uniform blockages compared with base­

line tests without blockages conducted under the same flooding conditions.

The degree of improvement and the length of the region influenced depend on

the geometrical shape of the blockage and the water content in the two-phase

flow. Sleeves with slim conical ends cause the smallest improvement of cool­

ing. This axial shape was chosen for the 25 rod bundle tests to be conserva­

tive with respect to cooling improvement.

Since an array of 5x5 rods is very small compared with the number of rods

and parallel channels in a PWR core, a sufficient bypass cross section must

be provided in a small bundle to suppress the unintended cool improvement

in the bypass region. A blockage cross section was chosen, thus blocking

90 % of the individual subchannel flow areas in a 3x3 rod cluster (see Fig.

16). This cross section was obtained with the minimum bending radius of

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z no of the cladd The of the

reduced cross section was 65 mm. the conical part at both

ends of the sleeves, the total 1 of the bl symmetrically

to the mid of the rod bundle was 180 mm. For this array the grid spacer

located at this level in tests with nominal geometry was removed.

For the test series performed with 62 % blockages, similar sleeves were used

which blocked 62 % of the subchannel flow areas within the 3x3 cluster

previously mentioned. The length of the reduced area was 125 mm. The

sleeves were indrical and each other in the cluster. The total

length of the sleeves including the conical ends were 180 mm, the same as

that for the 90 % blockage (see Fig. 17).

To approximate the conditions of bundles with clusters of

looned" rods, the 3x3 cluster with sleeves was aced in a corner of the

square bundle housing. The subchannels between sleeve blockages and housing

were blocked by side plate devices causing the same blockage ratio for these

subchannels. This geometry provides maximum path length for cross flow and

may approximate one quarter of a 10xl0 bundle with a blocked 6x6 cluster in

the center. But, since especially the cross flow downstream of the blocked

section will differ in these two situations, restrictions must be made for

an extrapolation of the results from the 5x5 rod bundle geometry to a 10xl0

rod bundle. However, for the conditions in the bypass region, upstream of

the blockage and within the blockage, the two cases are not expected to

differ very much from each other.

The amount of stored heat and the thermal inertia of the fuel rod simulators

are different from those of fuel rods with lifted clads which are ballooned

to the same outer shape. The thermal behavior of different sleeve designs

was precalculated using the heat conduction pro gram HETRAP 1181 and the

material properties programmed in the PEW code 119/. Experimental investiga­

tions are reported in References 114, 17/. The design chosen for the 5x5 rod

bundle tests is a compromise with the following properties: The gap of 0.8

mm width between heater rod surface and inner surface of the sleeve filled

with stagnant steam leads to gap coefficients which are assumed to be of the

same order of magnitude as those of ballooned fuel rods (0.02 W/cm 2 K) 136/.

For flooding velocities of more than 4 cm/s, the 1 mm thick sleeve wall does

not produce significantly different temperature transients compared with the

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ballooned cladd of a fuel rod. At lower f ve10cities both the rate

of t decrease after the of reflood and the rate of the

subsequent tem increase are sI diminished as shown in 18.

Both effects are due to the heat of the sleeves. A minimum

sleeve wall thickness of 1 mm was maintained to allow instrumentation

embedded With respect to the quench time within the

the 1 mm thick wall leads to rather conservative results.

5. INSTRUMENTATION

The flooding of heated rod bundles in a simulation of the reflood phase of a

LOCA of a LWR core presents many complex two-phase flow phenomena. One of

the most important results to be obtained from such experiments is the time

dependent value of the local heat transfer eoeffieient at various axial and

radial locations. Heat transfer eoeffieients are generally ealeulated using

the saturation temperature at the system pressure as the coolant tempera­

ture. However, detaiied investigation of the Ioeal phenomena, i.e. at grid

spaeers and other flow obstructions such as loea1 blockages simulating ba1­

looned fuel rods, calls for information about steam superheat, and the pre­

sence and distribution of water which mark a significant deviation from the

situation of saturation. The cooling effectiveness of the dispersed flow de­

pends mainly on these parameters.

Most part of the instrumentation eonsisted of thermocouples (Chromel-Alumel)

sinee c1adding, sleeve, Ioeal channel and housing temperatures are to be

measured at various loeations. Cladding and sleeve temperatures are measured

with 0.5 mm sheath diameter thermoeouples having insulated junctions.

These thermocouples are embedded in grooves which are milled into the outer

surface of the rod claddings and sleeves. The grooves are closed by brazing

over the total length to avoid any disturbance of the coolant flow. Details

of the heater rod instrumentation are shown in Fig. 19.

Fig. 20 shows photographs of both noninstrumented and instrumented flow

blockage devices used in lx5 rod row and 5x5 rod bundle, respectiveIy.

Fig. 21 shows a photograph of the FEBA test rig.

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22 show the axial and radial rod bundle instrumentation

of the 5x5 rod array. Pressures and pressure differences were measured with

pressure transducers. In addition to the inlet and out let pressure, the

pressure differences the mid as weIl as both the lower and

upper portion of the bundle were measured. The flood rate was measured

with a turbine flow meter. The amount of the water carry over was measured

continuous apressure transducer on the water eolleet tank. All data

were recorded with a sean frequency of 10 per second.

Fluid were measured with 0.25 mm as weIl as with 0.50 mm diame-

ter thermo with the junction into the flow channel. Ther-

both with and without radiation or droplet shields were used

at different axial levels. frequency 0.6 mm diameter probes were also

used which eould deliver s s from s, information about

the two of the flow /.

31 shows transients measured with the fluid thermoeouples

indicated on the figure and temperatures of the surrounding housing and rod

claddings of a lx5 rod bundle test. The signals of all three fluid thermo­

couples indicated roughly same temperatures during most part of reflood.

Radiation effect for the unshielded thermocouple was not detectable. How­

ever. the shieldings led to earlier quenching of the shielded thermocouples

while the unshielded TC showed the prevailance of steam superheat for a

longer time span.

For Series I through 111 a small number of shielded fluid thermocouples were ­

used at selected axial levels /2/. However, most of the fluid temperature

measurement devices used in these series were unshielded thermocouples of

0.25 mm outer sheath diameter and for Series IV trough VIII no other devices

were used.

For detection of the water level rising from the lower plenum at the ontset

of the reflood phase water level detectors were used. These detectors con­

sisted of two thermocouples (Chromel-Alumel) placed together with MgO insu­

lation in a stainless steel sheath. One of the thermocouple junctions was

heated by DC to dry out and heat up the tip of the detector protruding into

a subchannel of the bundle at the axial levels indicated in Fig. 22. When

the water level was passing the detector the heating of the tip was not

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sufficient to the detector The temperature measured with the

second junction indicated clearly the of the water level aS shown in

Fig. 32.

s were used in a few tests to detect the presence of

water in the flow channels. The method was to investigate the

steady-state flow in phase ibrium. The measuring prinei is

based on the different reflections of a high-frequency electric wave at the

open end of the The different terminating impedances there are caused

the different electric los ses in the two separate phases. The measuring

effect is a yes-or-no statement 1211 through 123/. The development and

the signal analysis are extended to application in transient two-phase flow

120 For this purpose, probes with the following features were needed:

- resistant to temperatures up to 800 oe,

- resistant to thermal shocks,

- signal of temperature changes.

For signal evaluation, integration methods were used. Several integration

time steps had to be adapted to the different aims of the analysis of the

flow conditions during reflood.

6. DATA ACQUISITION SYSTEM

For data acquisition of the different tests, two different systems were used

during the investigation of the program. From Series I through VI, a 130­

channel Digizet B system (Siemens) served for amplification, assembling and

digita1ization of the individual signals, which had been previously recorded

on tapes by a central TR 44 computer (Telefunken). The measuring time for

all 130 channels was about 10 ms, the scan frequency 10 cycles/s. For noise

reduction, 15 Hz filters were placed at the entrance of the amplifiers. Fast

transients as signals from fluid thermocouples. water detection probes and

pressure transducers were simultaneously recorded on analog tape to investi­

gate the 10ss of information due to the 15 Hz filters as weIl as to digita­

lization. The sean frequency of 10 cycles/s delivered sufficient information

from the fluid thermocouple and pressure transducer signals. Therefore, the

analog signal recording was maintained only for signals from the water de­

tection probes used in some selected tests. For Series VII and VIII, the

Digizet Band the TR 44 were rep1aced by NEFF amplifiers, a PDP-l1 mini

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computer and fast data disks. Measur time and scan frequency

remained The evaluation of the data recorded on tapes or disks

was done us the central KfK 3033, Siemens

For the data transfer, data management, heat transfer and data

and representat a detailed code was written /

using the physical ies of the specific materials programmed in the

PEW code 119/.

7. PROGRAM TEST PARAMETERS

The main test parameters which were varied included:

- system pressure.

flooding rate given as flooding velocity. i.e. the velocity of the rising

water level in the cold bundle.

- geometry of the blockages.

Figure 33 gives an overlook over the values chosen.

The tests performed are listed in Tables 1 through 8.

8. OPERATIONAL PROCEDURE

The investigation of separate effects of core reflood during a PWR LOCA

requires weIl defined system parameters for each test. The quality of the

comparison amon& ~he tests depends mainly on the repeatability of the indi­

vidual tests. Therefore. with respect to the real sequence of events during

a LOCA. the following modification of the heat up period during refill of a

reactor vessel has been made:

For about two hours prior to reflood. the fuel rod simulators were heated in

stagnant steam to the desired initial cladding temperature. using a low rod

power. In the mean time the test housing was being heated up passively to

the desired initial temperature by radiation from the rods. This led to a

wall (6.5 mm thick) heat content of approximately the same as that of half a

row of heater rods including the heat input during a test (rod power). For

reflood tests of long duration. i.e. small flooding velocity and lor low

pressure. the initial housing temperature had to be at a higher level than

for test of short duration. This was achievable using the previously des­

cribed. modified heat up per iod. The aim of choosing the "active wall" was

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to of the wall relative to the bundle

front progression. The hot steam film at the surface of the wall acts some-

what like a of insulation for the flow in the bundle sub-

channels. The sive a thin wall of low heat capac

is an alternative method. Such a wall has to be at lines of

the bundle subchannels. However, this needs a pressure

tube which icates the ems of instrumentation and assembl Fur-

thermare, premature may occur mist flow regime. Dro s

entrained steam flow may be a wet wall to a certain

additional out of the flow, a significant effect for

small bundle arrays. Due to this uncertainty. the ive was

eventually chosen.

During the heat up period of the by radiation from the rods, the

flow pattern shown in 34 was maintained. Water was flowing to the

lower bundle plenum cooling the sealing of the rads which penetrated

the bottom of the lower plenum. This water flow, depending on the parameters

of the following test, was drained back to the water tank by a valve which

controlled the water level in the lower plenum. The steam filled ducts and

components of the test rig were heated up to temperatures slightly above the

saturation temperature by aseparate steam supply. Condensing water was

drained to the water tank. The surplus steam left the system from the upper

buffer to the atmosphere through a relieve valve for control of the system

pressure. The supplied steam was fed into the upper buffer as weIl as into

the lower bundle plenum. The rate of feeding of steam into the lower plenum

had to compensate for the condensation at the water surface. When the rate

was too low, steam flew from the upper bundle plenum to the cold surface of

the lower plenum. In this way, the steam was heated up within the hot bund­

le, and the axial temperature profile in the bundle was deformed showing its

maximum below the bundle midplane. When the rate into the lower plenum was

too high, the maximum temperature within the bundle was shifted above the

bundle midplane. This was a controlling method to vary as weIl as to correct

the initial conditions for the individual tests. During the heat up per iod,

the data acquisition system was used for control and check as weIL.

Reflood was initiated by closing the water exit and the steam inlet valve at

the lower bundle plenum and the drain valve of the water collecting tank

(see Fig. 34). The bundle power was stepped up to the controlled decay heat

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-5-

transient. i.e. 120 % ANS-Standard 40 s after shut down of a reactor for

most of the tests. About 30 s prior to reflood the data em was

started. 35 shows the operational schematical After the

etion of a test the data recorded were checked to see whether the test

the data were correct or should be

For most of the tests the behavior of the was as expected.

at the different axial levels occured roughly at the same time for both the

housing and the bundle.

9. RESULTS AND DISCUSSIONS

The program consisted of two major steps to investigate separate effects of

reflood cooling in a PWR core geometry with coolant channel deformations. In

the first step, a lx5 rod array (see Fig. was used with a heated length

of 2.90 m simulating the core height of a 8mall PWR (Biblis A). The readily

available fuel rod simulators were used for the qualitative investigation of

the influence of size and shape of coolant channel blockages on reflood core

cooling. The results. to be described in Section 9.1. were also used in the

design of adequate simulation of ballooned fuel rods (sleeve design) inclu­

ding a severe and a hypothetical blockage ratio as weIl as in optimization

of bundle instrumentation for the measurement of the blockage effects. In

the second step, a 5x5 rod bundle (see Fig. 5) was used with a heated length

of 3.90 m simulating the core height of a 1300 MW standard PWR (Biblis ß).

The results are presented in Sections 9.2 through 9.5 and Sections 10 and

11.

9.1 QUALITATIVE INFLUENCE OF BLOCKAGE SIZE AND SHAPE (lx5 ROD ROW)

From shakedown tests it was learned that small and loeal coolant channel

constrietions did not affect the reflood cooling significantly. Therefore

two relatively severe bloekage ratios were chosen to obtain measurable ef­

fects of simulated clad ballooning:

- 62 % blockage which corresponds to symmetrieal ballooning of rods until

the ballooned claddings touch ~ach other.

- 90 % bloekage which corresponds roughly to continued ballooning leading to

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-16-

square cross sections of the balloons with rounded

that for a certain minimum bend radius of the

It is assumed

at the corners

of the square balloons the cladd bursts, terminat the

From tests, it has been learned that the ballooned fuel rod elad-

with conical ends of variousare mately eosine in axial

However, for tests flow block-

ages, mainly short plate bloekages have been used. The plate bloekages have

edges, presenting abrupt flow area changes. As a consequence, the

produce more flow turbulenee than do sleeves with eonieal ends for

comparable blockage ratios and pressure drop.

Therefore the main aim of the lx5 rod tests was the investigation of the

different effects of plate and sleeve blockages. The plate blockages induced

the flow path eonstrlction in the center of the subehannels depriving eool­

lng improvement at the rod surface over the constricted region of the bun­

dIe.

The sketches of Fig. 36 show respectively some of the plate and sieeve

blockage arrangements investigated in the lx5 rod row. Figure 37 presents

eladding temperatures as a function of time after start of reflood for un­

bIoeked, 62 % sleeve bloekage and 62 % plate bIoekage, respeetively. Four

measuring positions are shown, i.e. 50 mm upstream of the midplane as weIl

as 85, 135 and 335 mm downstream of the midplane. The flooding velocity was

2 em/s, system pressure 4.5 bar, and feedwater temperature about 40 °C. The

plots show that at low flooding rates the influenee of a sleeve-type 62 %

bloekage is hardly deteetable and no additional quench front is produced.

However, at the same flooding rate a plate-type 62 % blockage causes signi­

ficantly lower temperature rises in a zone of at least 300 mm long immedia­

tely downstream of the blockage and the initiation of an additional quench

front.

At higher flooding rates (6.7 cm/s) the sleeve blockage also produces en­

hanced eooling immediatly downstream of the blockage. This leads to somewhat

reduced temperature rises in a zone of less than 100 mm long behind the

upper end of the sleeve. Again, the plate blockage produces far greater

cooling effects than do the sleeve. Here, the plate blockage causes a strong

cooling improvement over a zone of more than 300 mm long with decreasing

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veloc­

front

front

in

cladd t s from the start of flood and with earl

The of the and the of the affected zone on

the steam veloci the water content in the two- flow and the geome-

trical of the The water content increases with

flood rate. Downstream of the , an additional

was observed at velocities of 2 sand A

of 5 cm/s was necessary for the establishment of aseparate

when a comparable sleeve blockage was used. More details are

References /14/ through /16/ and /25/ /28/.

These results confirm the finding of the early PWR-FLECHT blocked bundle

data I as far as improved cooling behind plate blockages is concerned.

They further show that it is important to perform experiments with slim

rounded sleeve blockages similar to ballooned fuel rods in order to avoid

taking unjustifiably high credit for the cooling effects downstream of the

blockage.

9.2 EFFECTS OF BLOCKAGES WITH AND WITHOUT BYPASS (5x5 ROD BUNDLE)

Figure 4 shows arrangements of the eight test series performed using the 5x5

rod bundle array. To assess the effects of flow blockage eaused by ballooned

rods upon two-phase flow and loeal heat transfer, unbloeked and bloeked

bundle test results are compared. For the unbloeked bundle tests, two test

series were performed to separate out the grid spacer effects possibly over­

laying blockage effects. For simulation of the end of the refill phase, a

selected axial temperature profile was established within the rod bundle

(see Fig. 38). At beginning of reflood, the bundle power was switched to the

corresponding decay heat transient when the water, which was fed at a con­

stant rate into the lower bundle plenum, reached the lower end of the heated

bundle. The feedwater temperature and the system pressure were both kept

constant during each test run (see Fig. 39). However, at the beginning of

reflood, the feedwater was heated up by the hot environment of the lower

plenum. Nevertheless, some few seconds later the feed water temperature

decreased and reached the desired value.

The resulting quench front for the test data plot ted is shown in Fig. 40.

There is no quench front moving from the top of the bundle towards the

quench front rising from below because of the design of the upper bundle

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-18-

enum. The water entrained the steam the upper bundle grid ate

i8 se out from the steam flow and drained into the water collect

tank. No water the bundle can fall back into the bundle. The geome-

of a reactor is different for that area. The fuel rods end before the

upper core support structures. However. the of this separation space

on the reaetor as weIl as the flow and the water deentrain-

ment conditions. Therefore, the most pessimistic situation has been chosen

for the tests: The water onee left the bundle is lost for furt her possible

cooling. From 39 it can be coneluded that during flow pulsations within

the bundle ins of constant rate), a certain amount of

water above the top end of fuel rads would fall back into the bundle when

the system pressure and the steam velocity at the bundle exit, respect

are at their instantaneous minimum.

Most of the results discussed below are reported in References 117/. 1291

through 143

9.2.1 BASE-LlNE TESTS AND GRID SPACER EFFECTS. SERIES lAND 11

The base-line tests have been performed to include the boundary eonditions

of the test facility and the operational procedure in the parametrie study

of the reflood conditions. Furthermore. the tests have made it possible to

quantify the grid spaeer effeets. The axial and radial loeations of the

measuring positions are shown in Figures 22 through 24. The test parameters

of both Series are listed in Tables 1 and 2.

9.2.1.1 MEASUREMENTS

Figure 41 shows cladding temperatures as a function of time after start of

reflood for the unbloeked bundle Test No. 216 including seven grid spaeers

(Series I). Four elevations about the bundle midplane have been chosen for

the figure beeause the midplane grid spaeer has been removed for Series 11

and replaeed by various sleeve blockage arrays for Series 111. IV, VII and

VIII. For information about the radial temperature distribution in the bun­

dIe ineluding two-phase flow effeets. two measurements from different rods

are plot ted for three of these four elevations. The loeation of the rods is

chosen such that they are plaeed either in the "bloeked region" and/or in

the "bypass region", for Series 111, IV. V and VI. All axial elevations are

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referenced to the f oi the rod bundle.

From Series 11 cladd temperatures are shown from test No. 229 in Fig.

42, measured at identical rods and elevations, respectively, as for Test No.

216 of Series I. The initial as weIl as the flood conditions are the

same. Claser comparison of the data from series land 11 shows s icant

dlfferences for Level 1925 mm, i.e. 60 mm downstream of the trailing edge of

the m grid spacer of Series I, miss for Series 11. The axial

lIes shown in Fig. 43 for three time steps are taken from

the temperature transients of the afore-mentioned tests.

These spacer effects have been observed also in the FLECHT­

SEASET 21 rod bundle experiments /44/, the THETIS reflooding experiments on

a 49 rod cluster /11/. the ERSEC ref experiments on a 6x6 rod bundle

investigat the effect of different grid spacers /45/. the REBEKA clad

ballooning experiments • and the NRU-MT-3 clad ballooning experiments

/ .

9.2.1.2 DISCUSSION OF THE GRID SPACER EFFECTS

Grid spacers represent coplanar blockages with blockage ratios of about 20

%. The coolant mass flux of the individual subchannels remains identical for

the constricted areas. because no bypass exists as for clusters of ballooned

rods in a PWR core. Inspite of the small blockage ratio of grid spacers,

they produce high flow turbulence and dispersion of droplets due to their

geometrical shape. Thin plates placed parallel to the flow direction are

crossing in the center of each subchannel dividing it into four small flow

areas.

Local enhaneement of the eooling occurs mainly for the early portion of the

reflood phase. disappearing approximately at the onset of film boiling. The

axial extent of the effect decreases with inereasing distance from the grid

spacer, disappearing approximately 300 mm downstream of the trailing edge of

the grid spacer.

The results show that the blockage arrays chosen for series 111. IV, VII and

VIII are sufficiently far away from the upstream grid spacer for a meaning­

ful separate investigation of the blockage effects. Further analysis of the

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-20-

grid spacer effects is made in Section 11••

9.2.2 SEPARATE E OF BLOCKAGES WITH BYPASS

SERIES 111 AND IV

The flow diversion around ballooned fuel rods in the center of a PWR as

shown in Fig. 3 indicates a certain coolant mass flux reduction for the

blocked rod cluster. This effect may lead to reduced local cooling. However,

a two-phase flow passing a blockage may lead to enhanced cooling for a given

mass flux due to increased turbulence and droplet dispersion. Since the

measurement of the local mass flux within a rod bundle (especially for a

transient two-phase flow) generally can not be made accurate enough, the

effect of flow diversion is hence investigated in Series 111 and IV.

To approximate the flow conditions of larger bundles with larger clusters of

"ballooned" rods, a 3x3 rod cluster with sleeves for simulation of ballooned

claddings was placed in a corner of the square bundle housing containing the

5x5 rod bundle. This geometry roughly corresponds to one quarter of a 10x10

rod bundle with a blocked 6x6 rod cluster in the center. But, since espe­

cially the cross flow downstream of the blocked section will differ in these

two arrays, restrietions must be made for an extrapolation of the results

for the 5x5 array to those for a 10x10 array. The conditions in the bypass

region as weIl as upstream of the blockage and within the blockage may be

closer to each other.

9.2.2.1 MEASUREMENTS, SERIES 111

The axial and radial locations of the temperature measuring positions are

shown in Figures 22 and 25. The tests performed as weIl as the corresponding

parameters are listed in Table 3. Sampie results of measurement of tempera­

ture transients in the region of the blockage for one of the tests are

plotted in Fig. 44. Upstream of the blockage (Level 2125 mm), the maximum

temperatures and quench times of the blocked rod cluster are almost the same

as those of the bypass rod cluster. For the flooding conditions mentioned, a

slight improvement of the cooling upstream of the blockage occurs probably

due to water entrainment and breaking up of droplets at the leading edge of

the blockage. At the midplane of the blockage (Level 2025 mm), the tempera-

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-2 -

ture transient measured in the to that of an

unblocked bundle at the same elevation under identical conditions.

The temperatures of the sleeves exposed to the reduced coolant mass flux in

the constricted subchannels are lower than those of the in the

bypass. However, the temperatures of the ion of the rods which are cov-

ered by the sleeves remain high throughout the whole per iod. Downstream of

the blockage (Level 1925 mm). both the maximum temperature and quench time

of the blocked rod cluster are affected by the blockage. The maximum tempe­

rature in the blocked rod cluster becomes slightly higher. and quenching

occurs mueh later. Both effects are diminished further downstream.

9.2.2.2 DISCUSSION. SERIES 111

The above description of the temperature transients for the test reported in

Fig. 44 applies qualitatively equally weIl to all tests of Series 111. With­

in the bloekage, the steam filled gap of 0.8 mm width between the outer

surfaee of the heater rods and the inner surface of the sleeves leads to an

immediate decrease of the sleeve temperatures after the start of reflood. In

the ease of 90 % blockage, only a small portion of the sleeve surface is

exposed to the coolant flow to achieve effeetive radial heat removal. Except

for the short quenching period, axial heat conduction in the rod and the

sleeve is negligible as suggested by experimental results and supported by

corresponding analyses. The radial heat transfer through the gap between the

rod and the sleeve is most important for the simulation quality of the array

chosen /28/. For the blockage cooling, it can be eoneluded that the mass

flux reduction due to flow diversion leads to delayed heat removal from the

rods underneath the deformed eladdings. However. the temperatures of the

"lifted eladdings" are lower than those of the undeformed claddings in the

bypass during the most interesting part of the reflood per iod.

Downstream of the bloekage. the difference in temperature rise between

blocked and unblocked arrays is relatively small inspite of the elose copla­

nar blockage arrangement and the high blockage ratio of 90 % over an axial

length of 65 mm. Moreover. the region in which this difference can be detec­

ted is very limited. The most significant difference between the temperature

transients so compared is found during the second half of the reflood per iod

when eladding temperatures deerease in the unblocked array. The typical

turnaround point as faund in unblocked arrays rarely appears in the bloeked

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arrays. The reason for the deI decrease of

downstream of the bIo is that a new front has be initiated.

When the end of the sleeves is the portion of the rod which i8

covered the sleeves ho The axial pro ion of the front

due to heat eonduetion ithin the rod is the sleeve. There-

precursory downstream of the has to br the clad-

to a lower level than usually measured tempera-

ture transients ted for Level 1925 mm in 44 The front

initiated downstream of the faster than the front

in the rod cluster until reach the same elevation at the same

time somewhere further downstream. This found in the

ease of solid fuel rod simulators without gap between heat source and clad-

and in the ease of sleeves simulat deformed fuel rod

be different from that found in the case of ballooned real fuel rads. The

sleeve des ed for the invest tian leads to rather conser-

vative results delayed

9.2.2.3 MEASUREMENTS. SERIES IV

With the 62 % bloekage at a 3x3 rod cluster in a corner of a 5x5 rod bundle,

a larger number of tests has been Table 4). The axial and

radial loeations of the temperature measuring positions are shown in

22 and 26. The temperature transients plotted in 45 were measured from

a test conducted with identieal flooding conditions as for the test of 90 %

bloekage presented in Fig. 44. Most significant differences are the sleeve

temperature and cladding temperature transients downstream of the blockage.

The sleeves are quenehed earlier than the of the rods in the

bypass. A new quench front is initiated downstream of the blockage before

the main bundle quench front reaehes the bloekage level. The

rod which is covered a sleeve stays hot. indieating

from the blocked portion of the bundle.

9.2.2.4 DISCUSSION, SERIES IV

ion of the

heat removal

Figure 46 shows temperature transients, measured at exaetly the same loea­

tions as in the previously deseribed test, for a test performed with a lower

flooding velocity, v = 2.2 cm/s. hut the same system pressure as before. The

sleeve temperature transient shows no more earlier quenching and both the

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-23-

heat removal and the downstream of the bl are de The

transients are more similar to those shown in 44 for the test with 90 %

and a f The main difference between these

two tests 1s that the maximum t downstream of the 62 %

remains at the same level as that measured for the rod

The test performed with a flood of v = 5.8 s (see 47)

shows earlier of the sleeves as weIl as of the claddings

downstream of the For a lower system pressure and the same flood-

ing velocity, these effects are even more te of the longer

duration of the total reflood pare 47 with Fig.

The test performed with the low pressure of 2 bar and the medium flooding

velocity of 3.8 s shows earlier quenching of the sleeves and delayed

quenching of the rod portions downstream of the blockage (see Fig. 49). The

test performed with the same flooding velocity and a system pressure of

6 bar again shows earlier quenching for the sleeves as weIl as for the

claddings downstream of the blockage (see Fig. 50). Both effects increase

with increasing flooding velocity (compare Fig. 47 with Fig. 51).

9.2.3 COMBINED EFFECTS OF BLOCKAGES WITH BYPASS AND GRID SPACERS,

SERIES V AND VI

It is evident from the data presented thus far that coolant channel block­

ages of 62 % and even 90 % in the arrays chosen scarcely cause increases in

cladding temperatures for the flooding conditions applied. However, the

exact mass flux distributions in the blocked and bypass regions of the bun­

dIe are unknown. The effects of droplet dispersion, cross flow, and fall

back of droplets into subchannels with reduced steam velocity could not be

individuaIIy distinguished in Series I through IV.

Series V and VI were designed for providing information about the combined

effects of mass flux diversion and redistribution. For exampIe, does the

cross flow downstream of a 90 % blockage lead to a reduction in the tempera­

ture increase downstream of the blockage? Therefore, a grid spacer has been

placed immediately downstream of a 90 % blockage in Series V. While the grid

spacer hinders cross flow over a certain rod length, it, on the other hand,

improves cooling downstream for a given mass flux.

Page 38: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

If ULU~~d~eS were clevel simultaneous at two different eleva-

tions in a rod cluster, would the main coolant mass flux s both block-

ages and thus cause a hot between the two elevations? To

address this question, the array of Series VI was tested. It is known from

invest ions / the influence of the raulies on fuel

rod behavior a LOCA that for such conf

rations likely expected in a reactor), a grid spacer would normal be

found between the two elevations.

9.2.3.1 MEASUREMENTS, SERIES V AND VI

Für these two test series, a sole system pressure of 4 bar was applied. The

variation of flooding veloci as the most important parameter was found

sufficient for the screening of additional effects. The axial and radial

locations of the temperature measuring positions are shown in Figs. 22, 27,

and 28. The com ete sets of tests performed for Series V and VI are listed

in Tables 5 and 6, respectively.

9.2.3.2 DISCUSSION, SERIES V AND VI

The results of a test of Series V as shown in Fig. 52 are compared with the

results obtained from Series 111, as shown in Fig. 44. It has to be men­

tioned that for Series V (as weIl as for Series VI) the 90 % blockage was

placed 100 mm below the bundle midplane, i.e. below the elevation of the

blockage midplane of Series 111. This partially explains the earlier quench­

ing of the sleeves for the tests of Series V but not observed for Series

111. An additional difference between the results of Series V and those of

Series 111 was found in the region downstream of the blockage. The slight

increase of the maximum temperature downstream of the blockage remaining

similar to that observed for Series 111, there is no delayed quenching down­

stream of the blockage of Series V. The grid spacer placed downstream of the

top end of the blockage does not hinder the sI increase of the maximum

temperature compared with the situation in the bypass. This temperature

difference is developing during the first half of the reflood phase and is

recovered during the second half. The cooling situation in the region of the

blockage which is followed by a grid spacer is essentially the same as that

for an 1dentical blockage which 1s not followed by a grid spacer. In the

region of the blockage up to the lead1ng edge of the m1dplane grid spacer

Page 39: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-25-

for Series VI a similar observat on the situation can be made.

However. for Series VI the spacer effect leads to much lower tempera-

tures at Level 2025 mm, upstream of the 62 % (see 53). The

transients measured at the level of the 62 i. and down-

stream of it are shown in 54. The sleeve in the 62 i.

as weIl as the temperatures downstream are lower than the

t 8 in the s. This result i8 consistent

with the effects found in Series IV. However, the mass flux the 62 %

blockage. which i8 downstream of the 90 % blockage, must have been

reduced in son with Series IV. Because of this, cladding temperatures

become 200 mm downstream of the 62 % blockage as with those

in the bypass. A second region of higher cladding temperature8 can be found

far downstream of the upper

Not all occuring in Series V and VI can be explained.

More information is clearly needed, especially coneerning the contributions

of the entrained water to the loeal and integral heat removal in such bundle

and bloekage eonfigurations. This problem will be approaehed below (Seetion

10) by analyzing the water carry over measured in the tests with different

blockage geometries.

9.2.4 EFFECTS OF BLOCKAGES WITHOUT BYPASS? COOLING ENHANCEMENT

FOR KNOWN MASS FLUX,

SERIES VII AND VIII

For the blockage configurations with bypass presented up to this point, the

coolant mass flux through the eonstricted subehannels is not readily deter­

minable. This is not the ease for the arrays of Series VII and VIII. At the

bundle midplane all subchannels are blocked identical sleeves of a design

same as for the blockage arrays presented above. The mass flux transients

for the constricted subehannels correspond then to those for the totally

unbloeked bundle.

Strictly speaking, this is not representative of the situation in the eore

of a reactor. However, in this arrangement the influenee of blockage size on

the two-phase flow cooling behaviors ean nevertheless be investigated quan­

titatively for a given blockage shape.

Page 40: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-26-

9.2.4.1 MEASUREMENTS. SERIES VII AND VIII

The tests for Series VII and VIII with ratios of 62 % and

of 90 %. respect are listed in Tables 7 and 8. The axial and radial

locations of the positions are shown in 22. 29. and 30.

Tests with steam have also been included for the purpose of

separating out the cooling enhancement of for flow.

However. the steam tests were performed as state tests

a low bundle power because of the poor cool maximum

temperature for the fuel rod simulators used was limited to 1050 The

separate steam available was not sufficient to remove the 120% ANS-

Standard decay heat transient for the reflood tests presented.

9.2.4.2 VII

For blockages without bypass. the coolant mass flux through the constricted

subchannels is Increased significantly compared with that of the constricted

subchannels of identical blockages with bypass for identical flooding condi­

tions. Inspite of this fact the cooling eonditions within the blockage it­

self have been found to be essentially unehanged. Figure 55 shows tempera­

ture transients from a test of Series VII performed with the base case

flooding conditions V = 3.8 em/s, P = 4 bar). The sleeve temperature tran­

sient corresponds roughly to that shown in Fig. 45. The cooling eonditions

within the bloekage are nearly the same for Series IV and VII. However.

downstream of the bloekage the cooling enhancement increases signifieantly

for the bloekage without bypass. This effect inereases again for inereased

bloekage ratio adopted for Series VIII (see Fig. 56). This is eonsistent

with the results obtained with the 1x5 rod array briefly described in See­

tion 9.1. The results of Series VII and VIII allow quantitative analyses of

the bloekage effeets on a similar basis as for the grld spaeer effect.

10. COMPARISON OF ALL ARRAYS WITR EACH OTHER

The main aims of the FEBA program are:

- To find out the order of magnitude of bloekage effeets on emergency core

eooling (ECC);

- To provide a da ta base for modeling of bloekage effeets on ECC thermohy­

draulics.

Page 41: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

fi itative information

about the rod bundle behaviors. Therefore some the data

shown are with each other for some selected cases of interest.

To examine the effects of a 90 % with s. temperature transients

of Series 111 are co with those of Series 11. a bundle conf tion

without the spacer. 57 shows temperature transients

measured in the 3x3 rod zone. in the zone. and data from the

test of Se ries 11. tream of the 2125

the maximum and times are almost the same. At the

of the 2025 • the transient measured

in the s i3 lower than that of the unblocked bundle. The of

the sleeves are lower than those of the in the s. Downstream of

the 1925 the maximum in the blocked cluster

becomes lower than that of the unblocked bundle. This indicates

that a 90 % with s in the 5x5 rod bundle gives a better heat

transfer in the first half of the reflood where the

temperatures occur than in the unblocked bundle test.

Figures 58 61 show further of temperature tran-

siente from different test series. Besides the different blockage effects.

they might also provide information about the scatter of the data from one

test to another. The possibilities of maintaining identical initial condi­

tions as well as to reproduce identical traneients are limited. Any analysis

of experimental data would have to take into consideration this important

point. Therefore. modeling of the complex thermal-hydraulic phenomena seems

to be a problem of even more immense severi

The eooling enhancement effect of blockages (see Section seems to be

smaller for single-phase flows than for two-phase flows. The main reason for

this is the effeetiveness of the water content of the two-phase flow on the

heat removal from the heated rod bundles. Normal a certain amount of the

water fed into the lower portion of the bundle is carried by the steam flow

to the upper end of the bundle without removing much heat along the way.

With increasing number as well as size of flow obstacles. the amount of

water carry over decreases and the overall heat removal increases. Locally.

there might be decreased cooling depending on the geometrical conditions for

flow split. However. reduced steam velocity in the wake of e.g. blockages

Page 42: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

with s could allow the d

-28-

etg to fall back. These d ets are dis-

persed and part on hot surfaees thus a

significant amount of heat. This new cooling mechanism helps suppress the

cool problem in regions of reduced steam flow of the bundle. Additional-

ly, droplets are dispersed at each flow obstacle leading to an increase in

population of smaller droplets and, henee, enhanced eooling compared with

single-phase flows.

The increase of evaporation of droplets due to blockages can be investigated

quantitatively by comparing the time-dependent water earry over for the

different blockage arrays. At first, the influence of the system pressure as

weIl as of the flooding velocity for a given array as the base ease are

obtained. In Fig. 62, a plot of water carry over versus time is shown for

three tests performed with the array of Series IV. For increased system

pressure, the water earry over decreases because of the lower steam velocity

mainly. Some eladding temperature transients of the tests chosen are shown

in Figures 45, 49 and 50. The influenee of the flooding velocity is demon­

strated in Fig. 63. Cladding temperature transients of the corresponding

tests are shown in Figures 45, 46 and 47.

The water carry over measured from three tests performed with identical

flobding conditions (pressure and flooding velocity) but different blockage

geometries is presented in Fig. 64. About 30 % of the water fed into the

lower plenum has exited through the upper end of the bundle when the bundle

midplane is quenched for the tests of Series IV. However, only 22 % is

carried over at the same time in the comparable test of Series V with seven

grid spacers and a 90 % blockage array. And for Series VI, with seven grid

spacers and stacked 90 % and 62 % blockage arrays, only 14 % of the water

injected leaves the bundle within a time span of about 250 s. In this bun­

dIe, the droplets hit the flow obstacles and became dispersed to contribute

to an enhanced evaporative cooling, especially in the blocked rod cluster.

Therefore, far downstream oE the upper blockage, increased heating of the

coolant is observed in comparison with the situation in the bypass at the

same level. Just downstream of the upper blockage, cladding temperatures are

lower than in the bypass and for an axial distance of 200 mm from the block­

age the situation becomes just the opposite (see Fig. 54, Levels 1725 and

1525 mm).

Page 43: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

From the data of Series VIII

-29-

1 subehannels blocked, ratio 90 %)

it can be concluded, that the total water content of the flow

through the bloekage is evaporated inside and downstream of the bloekage and

no water earry over is measurable the ion of

the reflood phase of a LOCA as shown in F 65. A eomparison of tem

transients of a few sampie tests is shown in the plots of Figures 45 and 56.

The high evaporation rate inside and downstream of the blockage is"believed

to be responsible for the signifieant heat removal in that area. Far down­

stream, then, there is only single-phase steam eooling with greatlyin­

ereased steam mass flux.

11. ANALYSES

For a better understanding of the different eooling meehanisms whieh take

place during the reflooding phase, the two-phase flow can be roughly divided

into several sequential flow regimes (see Fig. 66). Among them, the mist

flow regime is the most critieal one, where the maximum cladding tempera­

tures are usually to be found. However, since the mist flow is produced in

the bundle passage going all the way back to the queneh front, the whole

reflood transient would have to be analyzed.

From the temperature transient measurements, the duration of the mist flow

regime can be obtained by the scheme described below. Since the highly dis­

persed mist flow is characterized by very low water content, the differen­

tial pressure measured over a fixed axial length of the bundle is used for

the determination of the change of the water content. A rise of pressure

difference indicates the increase of water content in the flow. This is

particularly evident in the transition between mist flow cooling and film

boiling regimes. Strictly speaking, there is no abrupt change of the flow

conditions, and the "film boiling" per iod should be arranged into several

subdivisions. However, the mist flow regime is relatively rather stable and

therefore can be recognized fairly well from the differential pressure meas­

urement. The differential pressure transient as well as the cladding and

fluid temperature transients measured from the middle portion of the bundle

are shown in Fig. 67. Three tests from Series 11 have been selected to

demonstrate, in addition, the influence of the system pressure. The change

of the slope of the differential pressure transient is clearly visible. The

Page 44: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

front has

flooded,

as mentioned in the

upper bound of the tran8ient indicates that the

and the corres portion of the bundle i8

i.e. the middle portion of the bundle of 545 mm

of Fig. 67.

The ted fluid temperatures show of the fluid e

tips at about the same time when the water content in the subchannels

suddenly increases. However, same dryouts of the t after the first

quenching give evidenee to the presence of superheated steam for even in­

creasing eontent of water of saturation temperature in the flow. The

times of the fluid temperature at various bundle levels for

the individual tests have been used for is of the duration of the mist

flow regime to establish a correlation (see Section 11.1).

11.1 GRID SPACER EFFECT ON TWO-PHASE FLOW HEAT TRANSFER

The effect of grid spacers on cladding temperatures are to be described in

Seetion 9.2.1. Analyzing possible meehanisms of droplet break-up and refor­

mulation of the flow pattern during mist flow, two different situations ean

be found depending on the temperature of a grid spacer. For a hot, dry grid

spacer, larger droplets arriving at the leading edge are split into a large

number of small droplets which pass through the grid. For a cold, wet grid

spacer on the other hand, some of the droplets are caught by the water film

on the grid. This water film is blown to the trailing edge of the grid where

smaller droplets are formed and entrained into the steam flow. Quenching of

the grid marks the transition of mist eooling mechanism from the situation

of a hot, dry grid spacer to that of a cold, wet grid spacer.

Figure 68 shows grid spacer temperature transients compared with cladding

and fluid temperature transients for the lower as weIl as the upper portion

of the bundle. The grid spacer temperatures were measured in subchannels

close to the housing. Measuring Pos. 1 was placed at the grid spacer in

subchannel surrounded by the housing and rods No.'s 21 and 22 (see Fig. 26).

The data of Measuring Pos. 2 were recorded in subchannel surrounded by the

housing and rods No.'s 4 and 5. The cladding and the fluid temperatures,

measured at axial levels slightly different from those of the corresponding

grid spacers. are used only for the purpose of providing a frame of refer­

ence for the flow boundary conditions. The grid spacer temperature is gener-

Page 45: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-31-

sI lower than the fluid at the same axial level.

of the grid occurs relatively late. This is true espe-

for the upper bundle portion. In , the influence of the system

pressure i8 not icant. for velocities earlier quen-

of the grid spacers relative to the of the fluid

can be observed in the upper bundle portion.

It can be concluded that for the lower bundle portion the quench time for a

grid spacer is roughly about one third of the cladding quench time, and for

the upper bundle portion it is roughly about two thirds. These relatively

grid spacer quench times are closely related to the standard operatio­

nal procedure of the FEBA tests. There, the long heating-up period prior to

reflood is bringing the grid spacers to an initial temperature level consi­

derably higher than that measured from tests performed with a steep heating­

up rampe However, for the upper bundle portions and at low flooding rates,

the grid spacers are mostly heated up due to radiation from the rods and

heat transfer from the superheated steam (see Test No. 267 in Fig. 69). The

relatively high initial grid spacer temperature measured in the FEBA tests

seems to be rather realistic.

11.1.1 ENHANCEMENT OF MIST COOLING

An additional, possibly plausible mechanism of heat transfer during re­

flooding is the cooling effect of smaller droplets generated from the ther­

mally relatively inactive large droplets which are intercepted by the grid

spacers located at distributed intervals along the whole length of the bun­

dIe /32/. To check on the validity of this suggested physical model, a

direct measurement of droplet dynamics across the grid spacer is needed.

Such an endeavor would have been considered nearly unrealizable until the

recent development by Lee and Srinivasan /48/ of a special Laser-Doppler

anemometry technique for the in situ simultaneous measurement of velocity

and size of relatively large particles in a dilute two-phase supension flow.

Using this optical scheme, Lee et ale /49/ conducted aseries of systematic

studies of the influence of a simulation cold wet grid spacer on the droplet

size, population and velocity distribution in the mist flow downstream for

several preselected initial mean droplet sizes in the millimeter range in

the mist flow upstream. Their results reveal that regardless of the initial

mean droplet size in the mist flow upstream of the grid spacer the mean

Page 46: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-32-

size in the mist flow downstream of the grid spacer has been found

to assurne a stabilized value on the order of 200 microns. The measured

order-of-magnitude increase in the ion of the smaller ets in the

mist flow downstream of the grid spacer is indeed due to the reentrainment

of droplets from the accumulated 1 from the deposition on the cold grid

spacer of some of the dro ets, including some of the larger ones, in the

initial flow upstream of the grid spacer.

To acertain the effect of enhanced mist cooling downstream of the grid

spacer, further measurement and correlation ofaxial temperature distribu­

tion behind a grid spacer and an understanding of the transient natural

convection in a slow vertical dispersed flow have long been anticipated

1501. Figure 70 shows the measured eladding temperature, fluid temperature,

and heat transfer coeffieient relative to the saturation temperature eorres­

ponding to the system pressure at an elevation of 590 mm elose to the top

end of heated bundle length for a test with a low flooding velocity of 2.2

cm/s and a system pres8ure of 4.1 bar. In much of the initial period of

reflooding, in this case, the temperature of the vapor is higher than that

of the c1adding and consequently the convective heat transfer is acutal1y

from the superheated steam to the cladding instead of the measured overall

10ss of heat from the cladding to the dispersed flow. The only exception to

this i8 the fact that at the very beginning, the measured heat transfer is

indeed from the flow to the cladding as expected. This discrepancy in much

of this period excluding the very beginning can be attributed to the effect

of evaporative cooling of the smaller droplets in the flow most likely due

to the presence of the grid spacers in the subchannel.

11.1.2 CHARACTERISTIC TIME SCALE FOR MIST FLOW

As expected, the running time for a test varies greatly from test to test.

In order to be able to analyze the test results on some rational basis, a

suitable characteristic time scale would have to be found with particular

attention paid to the mist flow portion of the transient. Since the quen­

ching of the flow probe generally marks the end of the loosely defined mist

flow region, the flow probe quench time seems to be the logical choice for

the required characteristic time scale. Within the scatter of the experi­

mental data due to the uncertainty in the determination of time of flow

Page 47: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

the follow

-33-

correlation was established for the

time of the flow probe

2

T*Q

C.. . Re1J

-I. P (11-1)

where

T* T . ~)Q Q L

TQ

V

L

C..1J

~

P

Probe quench time

Flooding velocity at bundle inlet

Axial distance from bundle bot tom end

Coefficient

Flooding Reynolds number (water at saturation)

Normalized system pressure

Figure 71 shows results of this empirieal eorrelation, Eq. (11-1), eompared

with the experimental data base. The dimensionless probe queneh time is

plot ted versus the system pressure with the flooding Reynolds number as the

parameter. The correlation fits the data with a mean error of 1.5 % and a

standard deviation of 15 %. Close to the bundle midplane, the compared data

are in good agreement for all flooding conditions. For axial position up­

stream and downstream of the bundle midplane, the probe quench time is

slightly overpredicted and underpredicted, respectively.

11.1.3 MIST COOLING ENHANCEMENT DOWNSTREAM OF GRID SPACER

A transient heat balance based on rod power, stored heat and heat release to

the coolant leads to the loeal surface heat flux qtotal" For the determina­

tion of qtotal the local eladding and fluid temperatures and the physieal

properties of the heater rod materials are taken into aecount. On the other

hand, a transient mass balance leads to the determination of the loeal vapor

mass flux, mv

Page 48: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

where

+ +

-34-

(I -2)

Mass flux of ected water.Mas!'! flux ofm vaporv

m Hass flux of carry-overcoHass flux of water stored in bundle

deduced from differential pressure

measurement

By the use of this local vapor mass flux together with the local flow pro­

perties and physical properties of vapor under local flow conditions, we can

obtain the local vapor heat transfer coefficient, hv ' with reference to the

local vapor temperature from the Dittus-Boelter correlation equation for

single-phase convective heat transfer /51/:

Nu = 0.023 . ReO. 8v v

where

hv' '1INuv k v

hv

<1Ik v

ReUv '<1I

v vv

.mU v=--v A. p

v

inv

Pr 0.4v

Vapor Nusselt number

Vapor heat transfer based on difference

between cladding and vapor temperatures

Hydraulic diameter of subchannel

Vapor thermal conductivity

Vapor flow Reynolds number

Vapor Velocity

Vapor mass flux

( 11-3)

Page 49: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

A

The loeal

Cross~section area of bundle

densi

kinematic viscosi

Prandt 1 number

et heat flux, • , ean then be determined as foliows:

where

t

qtotal -

and

• (Tc

are the measured cladd

(11-4)

and vapor temperatures, respee-

Within the scatter of the data due to the various experimental uncertain-

ties, the follow

transfer:

correlation was established for the loeal droplet heat

4 3 4

I L Im=l n=O p=1

where

k· (T -T )v s

Tv

Ts

Cmnp

U .9.­v=--v

v

-p -n mC • Re • Re • (T')mnp 9.-

Droplet Nusselt number

Hydraulic diameter of subehannel

Droplet heat flux

Thermal eonductivity of vapor

Vapor temperature

Saturation temperature of water

Coefficient

Vapor flow Reynolds number

(11-5)

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-36-

r veloeiPv

.m

v

A

Pv

JI,

\!v

v-dRe

H=--

\!

T' T=-

TQ

T

TQ

Vapor mass flux

Cross seetion area of bundle

Vapor densi ty

Distanee downstream of leading edge of grid spaeer

Vapor kinematie viseosi

Flooding Reynolds number (water at saturation)

Normalized time

Time

Flow probe queneh time

Figure 72 shows results of this eorrelation Eq. (11-5), compared with the

experimental da ta base. The droplet Nusselt number is plot ted versus the

normalized flooding time. The parameter is the loeal vapor flow Reynolds

number based on the downstream distance from the leading edge of the grid

spacer. For the total range of flooding parameters, the correlation fits the

data with a mean error of 0.5 % and a standard deviation of 7 %. The plot

presents a comparison among droplet Nusselt numbers determined for four

axial locations which are 100, 200, 300 and 400 mm downstream of the bundle

midplane. A system pressure of 4.1 bar and a flooding velocity of 3.8 cm/s

have been selected.

The following observations can be made:

- Heat transfer improvement due to fine droplets downstream of a grid

spacer,

Heat transfer improvement decrases with increasing axial distance down­

stream of a grid spacer,

Heat transfer improvement decreases with increasing time after start of

flooding.

Page 51: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

11.2

- 37-

ON TWO-PHASE FLOW HEAT TRANSFER

With respect to deformation reflood and the coolabili of

blockages formed, the heat transfer conditions at the very

of reflood are most important. Therefore, this brief analysis is concen­

trated on the mist flow regime. For a flooding rate of as low as 2 cm/s in

some test series, water already is carried through the whole bundle length.

The content of water in the early two-phase mixture generally is very low.

However, its cooling effect is of great importance. As discussed above, some

of the droplets entrained by the steam are intercepted by flow obstacles

such as grid spacers, ballooned claddings, burst lips etc., and dispersed or

reentrained. The larger surface to volume ratio for decreased size of drop­

lets as weIl as increased turbulence favor enhanced evaporation, i.e. heat

removal for a given mass flux. Moreover, there may be such other phenomena

as, in the wake of blockages with bypass, the falling back of larger drop­

lets due to gravity into regions of reduced steam velocity, their dispersion

on approaching hot surface and steam jets leaving the constricted subchan-

nels. Modeling of such phenomena needs to be restricted to those of most

significant effects.

Analysis of the experimental data shows the following trends for the heat

transfer conditions around blockages:

- Two-phase flow passing a coolant channel constriction leads to enhanced

cooling due to enhancements of turbulence and droplet dispersion.

- Therefore, the coolant mass flux reduction through blocked subchannels due

to flow diversion for blockages with bypass would not as seriously in­

fluence cladding temperatures within and downstream of blockages as in

the case of single-phase flow.

- For the 90 % blockage ratio only maximum cladding temperatures downstream

of the blockage are slightly higher than in the bypass area at correspon­

ding elevations.

- Within the blockage (90 % as weIl as 62 %) the cladding temperatures are

lower than in the bypass except for a short per iod just before the bundle

quench front arrives at the blockage elevation.

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-38-

and downstream of the

within

conditions carried

leads to lower eladd

for most of the

with- The 62 %

out.

Heat transfer analysis usually produces heat transfer coefficients based on

either the saturation temperature or the loeal fluid temperature. However.

this method is not always adequate to describe the heat transfer conditions

during the mist flow regime. Since, especially for low flooding rates, the

steam is highly superheated and the droplets are at the saturation tempera­

ture, an accurate description of the heat removal from the rod claddings to

the two separate components of the mixture is difficult. Therefore, the

surface heat flux seems to be a more adequate result for presentation of

data evaluated from the measurements. Figure 73 shows the trends described

above as normalized heat flux blocked/unblocked (for the conditions down­

stream of bloekages) versus normalized time, i.e. the correlatlon developed

for analysis of the grid spacer effect (see Section 11.1). The analysis of

the experimental data obtained for blockages is being continued. However,

this has to be done in elose cooperation with efforts in improving the

existing scheme of modeling whieh has not yet included many of the phenomena

found in the measurements.

The quality of evaluation and analyses of data depends on how far the ef­

feets deteeted are relevant for reaetor conditions. It is a valuable prac­

tiee to eompare the data obtained from different test series with each other

as weIl as with the results of eomplementary experimental programs. The

~esults presented from the 2D/3D-Program /52/, and, especially from the

FLECHT-SEASET /53/, as weIl as the THETIS-program /11/ show trends eonsi­

stent with those of the FEBA results. A number of individual characteristies

of the different programs, e.g. different fuel rod and henee fuel rod simu­

lator and bundle designs, different blockage designs and configurations,

and, different operational proeedures for the tests, make difficult direet

eomparisons of data measured. However, the data can be eompared qualitative­

ly by examining trends in the data /12/. The trends are consistent so far

ineluding their magnitude. Computer code models being in development ac­

tually for grid spaeer and bloekage heat transfer ean be validated using

extended data bases and different rod geometries. /54,55,56/.

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-39-

12.

The results obtained from ref rod bundles with severe coolant channel

with show that of 62 % and even 90 % in the

arrays chosen scarcely cause increased for flooding

velocities as low as 2 s. This finding contributes to the ques-

tion of the extent to which coolant channel blockages influence emergency

core cooling during the reflood phase of a LOCA. However. emphasis has been

placed on separating out individual cooling effects for improved understan­

ding of the two-phase flow heat transfer in complex rod bundle geometries.

The size as weIl as the shape of blockages are essential parameters investi­

gated qualitatively using a 5 rod row. The most pessimistic shape of block­

ages - corresponding to idealized cladding deformations from ballooning

tests - have been maintained for several consecutive test series. The grid

spacer effect has been separated out as weIl as included in the experimental

investigation of blockage effects. The local conditions of the two-phase

flow showing relatively high steam superheat - inspite of the presence of

water droplets - have been found to be essential for furt her computer code

modeling. Connected with this problem are the water entrainment mechanisms.

since the water earried over leaves the bundle as a significant heat sink

unused. Flow obstacles as grid spaeers and blockages reduce the water carry

over.

The data base established from reflooding a 5x5 rod bundle of German PWR

dimensions includes blocked as weIl as unblocked bundle data. The main re­

flood parameters such as the system pressure and the flooding velocity have

been varied in the range of 2 through 6 bar, and 2.2 through 5.8 cm/s, re­

spectively. For the bundle power 120 % of the ANS Standard reactor decay

heat transient has been applied.

The results can be summarized as foliows:

- Obstacles in the coolant flow channels increase the dispersed flow eooling

effectiveness in a limited region downstream of the obstacles.

- Downstream of spacer grids this effeet leads to lower eladding tempera­

tures.

- Downstream of partial bloekages, eladding temperatures depend on both

effects of inereased dispersed flow cooling and loeal mass flux reduction.

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-40-

- For subchannel ratios of 90 %, the mass flux reduction dominates

sI to a moderate increase of cladd tpmn~,r~I~"r~.~

just downstream of the blockage with the same axial tion in

the bypass. compared with unblocked bundle conditions there is no

increase of the maximum cladding temperatures for 90 % blockages of 65 mm

axial lengt~

- For subchannel blockage ratios of 62 % the increased dispersed flow cool­

ing dominates leading to lower cladding temperatures downstream of the

blockage compared with the same axial position in the bypass.

- For both blockage ratios, the temperatures of the blockage sleeves ­

simulating ballooned fuel rod claddings - are lower than those of the

unlifted claddings in the bypass inspite of the delayed heat removal from

the heat sources in the blockage.

- A grid spacer a short distance downstream of a 90 % blockage reduces the

axial extension of increased cladding temperatures downstream of the

blockage, and the effect of delayed heat removal disappears.

- An additional 62 % blockage downstream of a 90 % blockage shows similar

characteristics as mentioned above for the separate 62 % blockage. It leads

to lower cladding temperatures.

Far downstream of the double blockage, cladding temperatures increase

slightly compared with the bypass conditions due to the loss of water

content in the coolant. However, the maximum temperatures remain below the

maximum temperatures of unblocked bundles.

Water carry over is reduced with increasing number and size of flow ob­

stacles in a bundle. This explains quantitatively the moderate influence

of severe flow blockages on the maximum cladding temperatures.

- The results obtained from bundle tests with blockage ratios of 62 % and 90

%, respectively, for all coolant subchannels confirm quantitatively the

cooling enhancement downstream of blockages for given mass fluxes. As

expected, the improvement of heat removal downstream of such blockages is

slgniflcantly hlgher than that downstream of a grid spacer. The essential

part of the effect occurs in the early phase of reflood characterized by

mist cooling. The blockage of all bundle subchannels at the bundle mid­

plane Is not representative of any situation in the core of a reactor.

However, the Influence of blockage size on the two-phase flow cooling

behaviors can be verified quantitatively using the data of these test

series.

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13. IONS

-41-

- The coolabil of PWR fuel rod clusters blocked up to 90 % is not a

severe reflood cooling em even for flooding velocities as low as 2

em/s.

- Lower blockage ratios, e.g. 62 %. lead to lower cladding temperatures in

the blocked region than in unblocked rod clusters.

- Grid spacers inerease the dispersed flow cooling effeetiveness of the

early portion of the reflood phase significantly.

- The results of the systematical investigations provide data for computer

code model development and assessment concerning the blockage and grid

spacer effects during reflooding PWR cores.

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- 42-

14. REFERENCES

[1] Fiege, A.:"Fuel Behavior under Loss-of-Coolant-Accident Conditions"KfK 3442 B, Jan.1983

[2] Ihle, P.; Rust, K.:"FEBA - Flooding Experiments with Blocked Arrays,Data Report I, Test Series I Through IV"KfK 3658, March 1984

[3] Ihle, P.; Rust, K.:"FEBA - Flooding Experiments with Blocked Arrays,Data Report 2, Test Series V Through VIII"KfK 3659, March 1984

[4] Cadek, F. F.; Dominics, D. P.; Leyse, R. H.:"PWR FLECHT Final Report"WCAP-7665, April 1971

[5] Hein, D.:"PKL I Findings - PKL II Plans"9th Water Reactor Safety Research Information Meeting, Gaithersburg, MD,Oct. 26-30, 1981

[6] Cermak, J. 0.; et al.:"PWR Full Length Emergency Cooling Heat Transfer (FLECHT)Group 1 Test Report"WCAP-7435, Jan. 1970

[7] Creer, J. M.; Bates, J. M.:"Effects of Sleeve Blockages on Air Velocity Distributions in an Unheated7x7 Rod Bundle"BNWL-1975, Jan. 1976

[8] Creer, J. M.; et al.:'~ffects of Sleeve Blockages on Axial Velocity and Intensity of Turbulencein an Unheated 7x7 Rod Bundle"BNWL-1965, Jan. 1976

[9] Davis, P. R.:"Experimental Study of the Effect of Flow Restrictions in a Small RodBundle under Emergency Core Coolant Injection Conditions"Nuclear Technology, Vol. 1, Aug. 1971, pp. 551-556

[10] Loftus, M. J.; et al.:"PWR FLECHT-SEASET, 21-Rod Bundle Flow Blockage Task, Data and AnalysisReport"NUREGjCR-2444, EPRI NP-2014, WCAP-9992, Vol. I, Sept. 1982

[11] Pearson, K. G.; Cooper, C. A.; Jowitt, D.; Kinneir, J. H.:"Flooding Experiments on a 49-Rod Cluster Containing a Long 90% Blockage"AEEW-R 1591, Jan. 1983

Page 57: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

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[12J Ogden, D. M.:"Review of FEBA Blockage Data"11th Water Reactor Safety Research Information Meeting, Gaithersburg, MD,Oct. 24-28, 1983

[13J Hofmann, G.; et al.:"Untersuchungen zum Einfluß der Größe und Form von Kühlkanalblockadenauf die Kernnotkühlung in der Flutphase eines Kühlmittelverluststör=falles"In: Halbjahresberichte des Projektes Nukleare Sicherheit:KfK 2050, Aug. 1974, S. 190-195KfK 2130, Mai 1975, S. 231-239KfK 2195, Sept. 1975, S. 284-304

[14J Malang, S.; et al.:"Untersuchungen zum Einfluß der Größe und Form von Kühlkanalblockadenauf die Kernnotkühlung in der Flutphase eines Kühlmittelverluststör=falles"In: Halbjahresberichte des Projektes Nukleare Sicherheit:KfK 2262, Juni 1976, S. 318-333KfK 2375, Nov. 1977, S. 380-393KfK 2435, April 1977, S. 377-391

[15] Ihle, P.; Rust, K.:"FEBA - Flooding Experiments with Blocked Arrays, Influence of BlockageShape"ANS-Transactions - ENC '79, Val. 31, May 1979, pp. 398-400

[16] Hofmann, G.; Ihle, P.; Rust, K.:"Influence of Coolant Channel Disturbances on Transient Two-Phase Flowin Rod Bundles Investigated in Reflood Experiments"Proc. of XVIIIth IAHR-Congress, Cagliari, Italy, Sept. 10-14, 1979,Val. 4, pp. 445-451

[ 17] Ihle, P.; et al.:"Untersuchungen zum Einfluß der Größe und Form von Kühlkanalblockadenauf die Kernnotkühlung in der Flutphase eines Kühlmittelverluststör=falles"In: Halbjahres- bzw. Jahresberichte des Projektes Nukleare Sicherheit:KfK 2500, Dez. 1977, S. 404-417KfK 2600, Mai 1978, S. 401-415KfK 2700, Nov. 1978, S. 4200/121-153KfK 2750, Okt. 1979, S. 4200/145-165KfK 2800, Feb. 1980, S. 31-32 und 87-88KfK 2850, Aug. 1980, S. 33-35 und 97-99KfK 2950, Aug. 1981, S. 4200/184-200KfK 3250, Juni 1982, S. 4200/122-137KfK 3350, Juli 1983, S. 4200/163-173

[18] Malang, S.:"HETRAP - A Heat Transfer Analysis Program"ORNL-TM-4555, Sept. 1974

[19] Rust, K.; Malang, S.; Götzmann, W.:"pEW - Ein FORTRAN IV-Rechenprogramm zur Bereitstellung physikalischerEigenschaften von Werkstoffen für LWR-Brennstäbe und deren Simulatoren"KfK-Ext. 7/76-1, Dez. 1976

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[20] Ihle, P.; Müller, St.:"Experience with Steam Temperature and Water Detection Probes forTransient Mist Flow in a Hot Bundle"NUREG/GP-0014, Vol. 2, Oct. 1980, pp. 970-981

[21] Reimann, J.; John, H.; Müller, St.:"Impedance Probe for Detecting Flow Regime and Measuring the PhaseDistribution in Horizontal Air-Water and Steam-Water Flow"Two-Phase Flow Instrumentation Review Group Meeting, Troy, NY,March 13-14, 1978

[22] Müller, St.:"Verfahren und Einrichtung zum Identifizieren einer Zweiphasenströmung"DE-PS 25 58 588, Nov. 1977

[23] Müller, St.:"Verfahren und Einrichtung zum Identifizieren einer Zweiphasenströmung"Jahrestagung Kerntechnik '78, Hannover, 4.-7. April 1978, S. 174-177

[24] Rust, K.; et al.:"DAS - Ein Daten-Auswerte-System"(to be published as KfK-Report)

[25] Ihle, P.; Malang, S.; Rust, K.; Schmidt, H.:"Der Einfluß von Kühlkanalblockaden auf den Wärmeübergang während derFlutphase eines Kühlmittelverluststörfalles"Jahrestagung Kerntechnik '77, Mannheim, 29. März - 1. April 1977,S. 201-204

[26] Ihle, P.; Malang, S.; Rust, K.:"Thermalhydraulic Tests with Bundles of Ballooned Rods Simulating the Re=flood Phase of a LOGA"Proc. of Topical Meeting on Thermal Reactor Safety, Sun Valley, ID,July 31 - Aug. 4, 1977, Vol. 2, pp. 720-732

[27] Ihle, P.; Malang, S.; Rust, K.:"Thermalhydraulic Tests with Bundles of Ballooned Rods"Gonference on Heat and Fluid Flow in Water Reactor Safety, Manchester,Great Britain, Sept. 13-15, 1977, Paper G213/77

[28] Ihle, P.; Malang, S.; Rust, K.:"Reflood Experiments with Blocked Bundle of Ballooned Rods"ASME Winter Annual Meeting on Nuclear Reactor Safety Heat Transfer,Atlanta, GA, Nov. 27 - Dec. 2, 1977

[29] Ihle, P.; Müller, St.:"Transient Two-Phase Flow Gonditions in Heated Rod Bundles"CONF-800403, Vol. 1, April 1980, pp. 419-426

[30] Ihle, P.; Rust, K.:"Einfluß der Stababstandshalter auf den Wärmeübergang in der Flutpha=se eines DWR-Kühlmittelverluststörfalles"Jahrestagung Kerntechnik '80, Berlin, 25. - 27. März 1980, S. 145-148

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[31] Ihle, P.; Rust, K.:"Einfluß der Stababstandshalter auf den Wärmeübergang in der Flutpha=se eines DWR-Kühlmittelverluststörfalles"KfK 3178, Juni 1980

[32] Ihle, P.; Rust, K.; Lee, S. L.:"Hist Core Cooling During the Reflood Phase of P\vR-LOCA"NUREG/CP-0027, Vol. 3, Feb. 1983, pp. 1801-1809

[33J Ihle, P.; Rust, K.; Lee, S. L.:"Experimental Investigation of Reflood Heat Transfer in the Wake of GridSpacers"NUREG/CP-0043, April 1983, pp. 417-443

[34] Lee, S. L.; Ihle, P.; Rust, K.:"On the Importance of Grid Spacer Induced Hist Cooling on the Suppressionof Core Peak Cladding Temperature During Reflood of PWR"Proc. of ASME/JSME - Thermal Engineering Joint Conference, Honolulu, HIHarch 20-24, 1983, Vol. 3, pp. 381-385

[35] Rust, K.; Ihle, P.:t'Heat Transfer and Fluid Flow During Reflooding of Blocked Arrays"NUREG/CP-0014, Vol. 2, Oct. 1980, pp. 970-981

[36] Ihle, P.; Politzky, H. M.; Rust, K.:"FEBA - Flooding Experiments with Blocked Arrays, Heat Transfer in PartlyBlocked 25 Rod Bundle lt

ASME 19th National Heat Transfer Conference on Experimental and Analyti=cal Modeling of LWR Safety Experiments, Orlando, FL, July 27-30, 1980,HTD-Vol. 7, pp. 129-138

[37] Ihle. P.:"Flooding Experiments in Blocked Arrays, FEBA - Recent Results and FuturePlans lt

8th Water Reactor Safety Research Information Meeting, Gaithersburg, MD,Oct. 27-31, 1980

[38] Ihle, P.; Rust, K.:ItFlow Blockage Effects on Reflood Heat Transfer in 25 Rod Bundles lt

Proc. of 7th International Heat Transfer Conference, München, Sept. 6-10,1982, ,Vol. 5, pp. 475-479

[39] Fiege, A.:ItStand und Ergebnisse der Untersuchungen zum LWR Brennstabverhalten beiKühlmittelverluststörfällen lt

KfK 3422, Okt. 1982

[40] Ihle, P.; Rust, K.:ItFlutexperimente mit blockierten Anordnungen, Stand des Programmes undneue ErgebnisseItJahrestagung Kerntechnik '82, Mannheim, 4. - 6. Mai 1982, S. 97-100

[41] Ihle, P.; Rust, K.:ItInfluence of Flow Blockages on Emergency Core Cooling lt

ASME-Paper 82-HT-66, June 1982

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[42J Rust, K.; Ihle, P.; Lee. S. L.:"Comparison of FEBA Test Data with RELAP4jNOD6 Postcalculations"Proc. of Second International Topical Neeting on Nuclear Reactor Thermal­Hydraulics, Santa Barbara, CA, Jan. 11-14, 1983, Vol. 1, pp.731-739

[43] Ihle, P.:"Degraded Core Heat Transfer"Proc. of Second International Topical Neeting on Nuclear Reactor Thermal­Hydraulics, Santa Barbara, CA, Jan. 11-14, 1983, Vol. 1, pp. 49-59

[44] Loftus, M. J.; Hochreiter, L. E.; Utton, D. B.; Young, M. Y.:"Spacer Grid Heat Transfer Effects During Reflood"NUREGjCP-0043, April 1983, pp. 445-475

[45] Clement, P.; Deruaz, R.; Veteau, J. M.:"Reflooding of a PWR Bundle, Effect of Inlet Flow Rate Oscillations andSpacer Grids"NUREGjCP-0027, Vol. 3, Feb. 1983, pp. 1763-1770

[46] Erbacher, F. J.; Neitzel, H. J.; Wiehr, K.:"Effects of Thermohydraulics on Clad Ballooning, Flow Blockage and Cool=ability in a LOCA"OECD-NEA-CSNIjIAEA Specialists' Meeting on Water Reactor Fuel Safety andFission Product Release in Off-Normal and Accident Conditions,Ris~ National Laboratory, Denmark, May 16-20, 1983

[47] Mohr, C. L.; et al.:"LOCA Simulation in the National Research Universal Reactor Program"NUREGjCR-2528, PNL-4166, April 1983

[48] Lee, S. L.; Srinivasan, J.:"An LDA Technique for in Situ Simultaneous Velocity and Size Measurementof Large Spherical Particles in a Two-Phase Suspension Flow"Int. J. Multiphase Flow, Vol. 8, No. 1, p. 47 (1982)

[49] Lee, S. L.; Rob, K.; Cho, S.:"LDA Measurement of Mist Flow Across Grid Spacer Plate Important inLoss-of-Coolant Accident Reflood of Pressurized Water Reactor"Proc. of International Symposium on Application of Laser-Doppler Anemo=metry to Fluid Mechanics, Lisbon, Portugal, June 1982, p. 5.3.1

[50] Tong, S. L.; Bennet, G. L.:"NRC Water Reactor Safety Research Program"Nuclear Safety, Vol. 18, No. 1, p. 1 (1977)

[51] Welty, J. R.:"Engineering Heat Transfer"John Wiley & Sons, New York (1978)

[52] Joint NRC, JAERI, BMFT 2Dj3D Program:"SCIT Core I Test Results" (JAERI)9th Water Reactor Safety Research Information Meeting, Gaithersburg, MD,Oct. 26-30, 1981

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47-

[53] Loftus, M. J.; Hochreiter, L. E.; Lee, N.:"FLECHT-SEASET 21-Rod Bundle, Flow Blockage Heat Transfer During Reflood"Proc. of Second International Topical Meeting on Nuclear Reactor Thermal­Hydraulics, Santa Barbara, CA, Jan. 11-14, 1983, Vol. 1, pp. 646-656

[54] Hochreiter, L. E.:"FLECHT-SEASET Blocked Bundle Test and Analysis"11th Water Reactor Safety Research Information Meeting, Gaithersburg, MD,Oct. 24-28, 1983

[55] Lee, S. L.; Cho, S. K.; Sheen, H. J.; Issapour, I.:"Measurements of Grid Spacer Enhanced Droplet Cooling Under RefloodConditions in a PWR"11th Water Reactor Safety Research Information Meeting, Gaithersburg, MD,Oct. 24-28, 1983

[56] Kelly, J. M.:"COBRA-TF: Flow Blockage Heat Transfer Program"11th Water Reactor Safety Research Information Meeting, Gaithersburg, MD,Oct. 24-28, 1983

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TEST SERIES I

Base Line Tests With Undisturbed Bundle Geometry,

7 Grid Spacers

est No. Flooding System Feedwater Cladding Housing Remarks

Velocity Pressure Temp. I Temp.2 Temp.3

(cold)

cmjs bar °c °c °c0-30 s End Initial Initial

210 2.8 4.2 48 39 717 588

214 5.8 4.1 45 37 773 635 cf. Data Report 1

216 3.8 4.1 48 37 787 640 cf. Data Report 1

218 5.8 2.1 42 37 757 666 cf. Data Report 1

219 5.8 6.1 50 37 751 661

220 3.8 6.1 49 37 789 699 cf. Data Report 1

221 2.8 6.1 51 37 784 712

222 5.8 6.1 43 36 747 647 cf. Data Report 1

223 3.8 2.2 44 36 763 671 cf. Data Report 1

227 3.8 6.1 53 38 770 690

T

1) Measured in the lower plenum

2) Measured at axial level 2025 mm, rod No. 9, TC No. 2

3) Measured at axial level 2025 mm

Table 1 FEBA 5x5 rod bundle: Main test parameters of test series I

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TEST SERIES Ir

Investigation of the Effects of a Grid Spacer,

Without Grid Spacer at the Bundle Midplane

Test No. Flooding System Feedwater Cladding Housing Remarks

Velocity Pressure Temp. 1 Temp.2 Temp.3

(cold)

cm/s bar °c °c °c0-30 s End Initial Initial

229 5.7 4.1 50 37 747 700 cf. Data Report 1

229 3.8 4.1 53 38 778 722 cf. Data Report 1

230 5.8 6.1 48 37 791 710 cf. Data Report 1

231 3.8 6.2 54 40 758 674 cf. Data Report 1

233 5.8 2.0 47 37 789 740 cf. Data Report 1

234 3.8 2.0 46 37 767 696 cf. Data Report 1

1) Measured in the lower plenum

2) Measured at axial level 2025 mm, rod No. 9, TC No. 2

3) Measured at axial level 2025 mm

Table 2 FEBA 5x5 rod bundle: Main test parameters of test series 11

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TEST SERIES 111

Investigation of the Effects of a 90% Flow Blockage With Bypass,

Blockage at the Bundle Midplane of 3x3 Rods Placed in the Corner

of the 5x5 Rod Bundle,

Without Grid Spacer at the Bundle Midplane

Test No. Flooding System Feedwater Cladding Housing Remarks

Velocity Pressure Temp. 1 Temp.2 Temp.3

(cold)

cm/s bar oe °c °c0-30 s End Initial Initial

235 5.8 6.2 46 37 775 740 cf. Data Report 1

236 3.8 6.2 48 37 796 760 cf. Data Report 1

237 5.6 4.2 45 37 758 699 Flooding Velocity not

Constant

238 5.7 4.1 49 37 779 700 cf. Data Report 1

239 3.8 4.1 49 37 796 725 cf. Data Report 1

240 5.8 2.0 46 40 768 688 cf. Data Report 1

241 3.8 2.0 42 37 774 709 cf. Data Report 1

242 3.9 2.0 40 36 660 526 Low Initial Temp.

243 3.9 2.0 76 74 617 506 Low Initial Temp. ,

High Feedwater Temp.

1) Measured in the lower plenum

2) Measured at axial level 2025 mm, rod No. 9, TC No. 2

3) Measured at axial level 2025 mm

Table 3 FEBA 5x5 rod bundle: Main test parameters of test series 111

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-51-

TEST SERIES IV

Investigation of the Effects of a 62% Flow Blockage With Bypass,

Blockage at the Bundle Midplane of 3x3 Rods Placed in the Corner

of the 5x5 Rod Bundle,

Without Grid Spacer at the Bundle Midplane

Test No. Flooding System Feedwater Cladding Housing Remarks

Velocity Pressure Temp. 1 Temp.2 Temp. :3

(cold)

cm/s bar °c °c oe0-30 s End Initial Initial

261 5.7 2.0 57 42 761 745 cf. Data Report 1

262 3.8 2.0 54 43 718 674 cf. Data Report 1

263 3.8 3.9 61 43 737 635 cf. Data Report 1

264 5.7 3.9 63 41 794 696 cf. Data Report 1

266 3.8 3.9 125 45 368 275 Low Initial Temp.,

Max. Rod Power =24.5 W/cm, Const.

until t = 85 s

267 2.2 4.0 69 45 649 560 cf. Data Report 1

268 3.8 5.9 76 44 761 697 cf. Data Report 1

269 5.7 5.9 73 44 758 627 cf. Data Report 1

270 9.5 3.8 48 41 786 687 High Flooding Velocity

272 3.0 4.0 57 41 701 722 Max. Rod Power =20.5 W/cm, Const.

273 3.0 4.0 57 41 767 616 Max. Rod Power =20.5 W/cm, Const.

1) Measured in the lower plenum

2) Measured at axial level 2025 mm, rod No. 9, TC No. 2

3) Measured at axial level 2025 mm

Table 4 FEBA 5x5 rod bundle: Main test parameters of test series IV

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TEST SERIES V

Investigation of the Effects of a 90% Flow Blockage With Bypass,

Blockage at Axial Level 2125 mm of 3x3 Rads Placed in the Corner

of the 5x5 Rod Bundle,

Grid Spacer at the Bundle Midplane

Test No. Flooding System Feedwater Cladding Housing Remarks

Velocity Pressure Temp.l Temp.2 Temp.3

(cold)

cm/s bar °c °c °c0-30 s End Initial Initial

281 5.7 3.9 75 48 794 709 cf. Data Report 2

282 3.8 3.9 77 45 791 634 cf. Data Report 2

284 2.2 3.9 69 45 655 550 cf. Data Report 2

285 3.8 3.9 101 80 719 576 High Feedwater Temp.

286 2.2 3.9 96 79 666 561 High Feedwater Temp.

1) Measured in the lower plenum

2) Measured at axial level 2025 mm, rod No. 9, TC No. 2

3) Measured at axial level 2025 mm

Table 5 FEBA 5x5 rod bundle: Main test parameters of test series V

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-53-

TEST SERIES VI

Investigation of the Effects of 90% and 62% Flow Blockages With Bypass,

90% Blockage at Axial Level 2125 mm, 62% Blockage at Axial Leve 1925 mm

of 3x3 Rods Placed in the Corner of the 5x5 Rod Bundle,

Grid Spacer at the Bundle Midplane

Test No. Flooding System Feedwater Cladding Housing Remarks

Velocity Pressure Temp. 1 Temp.:< Temp. 3

(cold)

cm/s bar °c °c0-30 s End Initial Initial

275 3.8 3.9 61 43 674 410 Low Initial Temp.

276 3.8 3.9 73 43 746 547 cf. Data Report 2

277 2.1 3.9 73 46 567 350 Low Initial Temp.

278 4.8 3.9 75 43 646 405 Flooding Veloc not

Constant

1) Measured in the lower plenum

2) Measured at axial level 2025 mm, rod No. 9, TC No. 2

3) Measured at axial level 2025 mm

Table 6 FEBA 5x5 rod bundle: Main test parameters of test series VI

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TEST SERIES VII

Investigation of the Effects of a 62% Flow Blockage Without Bypass,

Blockage at the Bundle Midplane of all Rods of the 5x5 Rod Bundle

Test No. Flooding System Feedwater Cladding Housing Remarks

Velocity Pressure Temp. I Temp.2 Temp. 3

(cold)

cm/s bar °c °c °c0-30 s End Initial Initial

321 5.8 2.1 47 40 790 660 cf. Data Report 2

322 3.8 2.1 54 41 758 615 cf. Data Report 2

324 3.8 4.1 56 42 782 623 cf. Data Report 2

325 5.8 4.1 61 46 783 605 cf. Data Report 2

327 2.2 4.1 55 35 675 560 cf. Data Report 2

329 3.8 5.9 63 41 759 640 cf. Data Report 2

330 5.8 5.9 65 44 753 601 cf. Data Report 2

1) Measured in the lower plenum

2) Measured at axial level 1925 mm, rod No. 17, TC No. 2

3) Measured at axial level 2025 mm

Test series includes steady state and transient steam cooling tests for which

low bundle power and system pressures of 2, 4 and 6 bar were selected.

Table 7 FEBA 5x5 rod bundle: Main test parameters of test series VII

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-55-

TEST SERIES VII I

Investigation of the Effects of a 90% Flow Blockage Without Bypass,

Blockage at the Bundle Midplane of all Rods of the 5x5 Rod Bundle

Test No. Flooding System Feedwater Cladding Housing Remarks

Velocity Pressure Temp. 1 Temp.2 Temp.3

(cold)

cm/s bar °c oe °c0-30 s End Initial Initial

333 5.8 5.9 60 43 780 651 cf. Data Report 2

334 3.8 5.9 66 43 789 652 cf. Data Report 2

336 5.8 4.1 53 41 747 671 cf. Data Report 2

337 3.8 4.0 57 42 795 647 cf. Data Report 2

338 2.2 4.1 61 44 627 547 cf. Data Report 2

340 5.8 2.2 54 41 808 683 cf. Data Report 2

341 3.8 2.2 52 41 792 661 cf. Data Report 2

342 2.2 2.2 51 41 690 607 cf. Data Report 2

1) Measured in the lower plenum

2) Measured at axial level 1925 mm, rod No. 17, TC No. 2

3) Measured at axial level 2025 mm

Test series includes steady state and transient steam cooling tests for which

low bundle power and system pressures of 2, 4 and 6 bar were selected.

Table 8 FEBA 5x5 rod bundle: Main test parameters of test series VIII

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ess

56-

Reaetor Pressure Vessel

Hot Leg(1 of 4)

[0 re _--~I:--+i~--'--IHI

Upper Plenum

Cold Leg(1 of 4)

Lower Plenum

ig" 1 4-Loop steamure esse L

enerator s stem and press=h instaLLa ions of a

Page 71: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-57-

r--!)lOWdOWI1--1 refiU ~--- reflood --------

160

high rating=2.5

120

nOm1al ratingFq= 1.2

internal rod pressure : 70 bar

o+------,~~~~~~~~!.i'i!~~'!l#_-_,__--,___-__r_

o

~ 50~VI 0

time Es)

ig. FueL rod cLadding Loadingin a 2F-coLd Leg break L~CR

1 Droplet Fall Back?

2 Reduced Mass Flow

to Wh ich Extent?

3 Droplet Deentrainment?

Fig. 3 Sketch of a PWR core with reflood flowdiversion at coolant channel cons trictions Inin the center

Page 72: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-58-

I

I

I I

I I I !

I I I I

I I I !

Unblocked Plate Blockage Sleeve Blockage

28 %l!!!]

Flow Areas '-

100% Blockagewith Bypass

Fig. 4 5 rod row: PLate and sLeeve bLockages

Page 73: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

..c.~Ec E(JJ

--l 0o

""0 0"-(JJ (Tl

-+-ro(JJ

:::r::

r T 1 ] I r I Ir T1]

62

90r 1 1 I I J I I I I I ] Bu dIe

Midplane

Gri Spa e

U1co

I

Blockage RatioTes t Series I1

90%111

62%IV

90% 90 +62V VI

62VII

90VIII

igB 5x5 rod bundle: undle geometries of test series I through VIIaxial arrangement of grid spacers and slee e blockages

Page 74: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-60-

20 20

12

LEGEND

1 Water Supp

2 Steam Supp

3 Storage Tank

4 Water Pump

5 Filter

6 Heat Exchanger

7 Throttle VaJve

8 Turbine Meter

9 Water Level Regulation

Valve

, 16P'+H-I+--~ 10

15

10 Lower Plenum

11 Test Section

12 Upper Plenum

13 Water Separator

2

1 14 Power Supply

15 Rod Instrumentation Exits

16 Water Level Detector

17 Water Collecting Tank

18 Outlet Valve

19 Buffer

20 Pressure Regulator

i g. 6 FEBR test Loop

Page 75: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

Steam Outlet(to buffer)

Upper Plenum

\CD

I

Steam Supply duringPreheating Phase

__. vel (reference levelfor all axial bundlepositions)

/Pressure Measuring} , i/ Position

Temperature MeasuringI/Position.

I

75

-------~Top End ofHeated Zone

~100 --

~

1_Separator

Water Out let i • _?

(to watercollecting tank)

Grid Plate (36 holes of10 mm diameter forcoolant trough flow)

Pressure Balance

Housing

5 x 5 Rod Bundle

Fig. 7 5x5 rod bundLe: Upper bundLe end and upper pLenu

Page 76: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-62-

od n e

Pressure Balance

eights

Rod Instrumentation ~

Exits ~

~I

11 11 I

I I

11111l~

I

~power

~11

Supply

Fig. 8 5x5 rod bundLe: Lower bundLe endand Lower pLenum

Page 77: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

_63-

\flU0)

...........0

c:0 1..1'0

.I-.. 0

ro~ tJI

.I- 1.---r- ,.L- w-!o+-

0

30)

~-

(0c:0~-

...->u0)(ft

\(ft(ft

0t-

~

t.J

E0

....cu

l.f'IJ

-'"0C?.0

"00t-

V1

'".,<.

V1

.,<.

.,<.

.,<.

Q)

..cn.-li-

Page 78: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-64-

','

~ ~ .

,~ 't~r-~--I If-- 0I I N

0

'"

0=-', " ;=c

0II

0

IM

00

'"

00lD

II

11510,75

0 " c=0 =' -, 0 M~ Ln ;;;N

'" '"

00lD

00

'"

00M

-:=-', p' =

~ l- MN

ooClM

Dimensions In mm

Fig. 10 Longitudinal cross section of theFEBR heater rod

Page 79: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-65-

Hea E om~!lnt

T e

80 )

4.23 ... 1

!d8-- 4.5 __--iIIiPl

'"'--_---- 8.65 ------..I

100II------1 5 _--------t

Dimensions are in millimeters

0.35

Ig. 11 Cross section of the FEBR heater rod

Page 80: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

Axial Power ProfileP/PAVG

GridsBlockage

390

Upperof the I-I"""i",.,

3660

- 935

11 - 1480<:::>

~L

111-· 2115I

2570OlOl

- 3115

ee

-0(lJ.....ro(lJ

.c.

.c......C'1c:(lJ

T

~I<:::><:::>f1"'l

r-

~00<:::> ,

-0 <:::><:::> <:::>.-: -0

) .< I

I

~..-' <:::>

I--- - I- ~ <:::> -f1"'l..-

<:::><:::>0-f1"'l

--

o75

375

775

2025

2675

3675

39754114

1375

3275

ig. 12 Layout of the EBA heater rod

Page 81: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

CD--J

Row62% Plate Blockage

Used in 1x5 Rod Row

62% BIOCKd~~

U in 1

Fig. 13 5 rod row: Photographiesof fLow bLockage de ices

Page 82: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

Schnitt A- B

~b::'

Graphitpackuna *

1,"' //R2.32.40- 3~168 a

~, /~~~~~~~~~7~~~~~~~~~~~~~Y

// ('") Ln )r--t----\4Sovers:etzt aez. i!

----N --Cl

_. -

)() .... .;: -I ...... \

I S\\\\\~\%~~~~~~~~~~~~~~~s, 3°

t

--·--180

E

c

mCD

Sc/lf Normdr",Y' Renke! 8el,pr;, Durrn u 8erlm y U.l, 6~

!PoBmaB Abmaß

* gefertigt aus Burgmann -Rotatherm··Oichtungsband,

geriffelt, Sm m breit - Art. Nr. 0 902:

Fa. Feodor Burg man n

Dichtungswerk819 Wolfratshausen 1

Postfach 1240

-------- --- ---~ AndeTling"'Jb~ ~O'

lag Nnmn

B

.. I I I ITell j Stuck Bentmnun9 Werks/off I Abmessung IZeichngs.-Nr. Normt Bemerkung

'''•. '1"".,,,,,," I- I / I I 1\ ., I I ,,,, I;~'~g I ;~:',gg I':,':,': I;~:'1~ I':,:','::---------'-------- Freimaßtoleranz ------------------~o"lrrl"'~m"... 'np 1i~)I' 4{l ff.' ~ I '6 01 02 -OJ 05 -06 +12,----- I

19791 Tag i Name I Werkstoff I Ge$~II:;chaff {ur Kernforschung IZugeh Zchng

gez 15.3. IKreuzinger H. 1mb H

gepr. 45.. 71 7500 Karlsruhe Ersatz_'ur -~I Ag(U Postfach 91,7 Ersetzt durch

- Moß.ifab--1 Bßnennung --------.-- I Zeichnungs-Nr.

2::1 I Stabblockade-90 (montiert)

g .. 14 x5 rod bundLe: Working drawing of the % bLockage de ,Ice

Page 83: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

cl125

1-1 ~I~ckunf!!'*

I IC

I'"",,,,,,, ~

01 1 ~i-~d

> S il-

I ~l--~0

rI I

~~

10

// 1"

clI

I 1-11 I())<0

1-1

180

C

Pal!mof! AtmIJB

B

--__ -------;" -_. "--1

1-, . I.,'J."",."

2: 1

Tel! I 5'1.1 k _ ['e '~r:'" /1<1 - jII,"'OH1o'

~' _ I '. 1_+--1 I ==r-"'-,-,,-,,-.,'-.,-c,,-+-----,-,'''-,';t~-::'-r--,--:-;::+--7-:::::-1-::-'t,~-:;''.~=iO"~'!l ""11'" cl -',L

'79 ~ :-1-" \_-:;:,__~_---l;;,~~ 'v Ke n'~rs~h<1flO

" ! 7. 3, 1Kreuztnger H . 45 71 11

" " , I> "'i I i. ·50u Kom,,,he~_.. I ! .__ _ ._-'p'.;."-',';;_,:."_~_>6-''''' -I-:--'-'__::------__;

ii Stabbloc - 62 (montiert)

gefertigt aus Burgmann-Rotatherm-Dichtungsband,

geriffelt, 5mm breit - Art.Nr. 0902

Fa. Feodor Burgmann

Dichtungswerk

819Wolfratshausen 1

Postfach 1240

'*illll; ;'

iiWt..!.,I ..'i.' "11;· .. ·0'

Fig .. 15 5x5 rod bundLe: Working drawing of the bLockage de ,Ice

Page 84: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

70-

I

o

B

Flow Area

14,3 mm107m

3900 mm

Rllnd l ,., n""'"a'!..JUli lC: UClI .

PitchRod DiameterHeated Length

Cross Sechat Mldp ane f

Local Blockage RatioOverall Blockage Rara 31

Fig. 16 5x5 rod bund le: rrablockage achieved

of theh slee es

partial

Page 85: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-71-

Cross Sechonat idplane of the Bundle

Local Blockage Ratio 6Overall Blockage Ratio 2

.8

r--SleevesI

,

IJ") _.0 Nco .-..-.

~;

;,

,

iu..

Flow Area

14 .3 mm10.7Smm

3900 mm

•••• ·~::~:it};~

•••••••••••••••••.,~.\)~: ••.~

Bundle Oata:

PitchRod DiameterHeated Length

F i g .. 17 SxS rod bund Le: Rrray of the 62% part i a LbLockage achieved with sLeeves

Page 86: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-72-

800

600u

w

~ 400f-er:a::

~ 200:::cwf- FLooding Rate 7 cm/s

00 100 200

TIME S

CLadding Deformations800 Lead to a 621. BLockage

of CooLant SubchanneLs----------------------

600 CJ Deformed FueL Rodu

w c) Heater Rod Deformation~ 400 SimuLated by a HoLLow SLeevef-

6 Heater Rod Deformationer:a:: SimuLated by a So Lid SLeeve~ 200:::cw Gap Conductance:f- FLooding Rate 5 cm/s H = 0.02 W/ (cm~~2~KJ

00 100 200 300

TIME S

800

600u

LiDO300200100TIME S

FLooding Rate 2 cm/s0+-----'=---,------,------,-------.-o

w

~ 400f­ITa::

~ 200:::cwf-

Fig.18 InfLuence of deformed cLaddings andfLooding rates on surface temperatures

Page 87: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

~.~

4S I<1590'1

msi.l600"

Slgbläng.42S0

)5'1

~

!TE'~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:~---,,"z,,",,- TE 3 lang,nmaßs'ab ,,5

TE'TE4

TE 3

TE4

TE'

-_.-----+---- -- •

frmt. Nul 0 6 ti.f II 052 br.it

B

Ai""I

420S

~

35<1

11 SIlikonkaulschul<

l!l.

'l-...j71z«7JZ1/JZI~/?/VbrZ;;;»7'J/r)mk~l)'»i)!j;)'»'»))~",;~"" 'fe', c, ':J' ," ';,':'''''; "" "',0 ,I i ._-

Schnitt C-D1:1:.2..:.1

__Ir== lLu -I· ---

I

-JW

II

-~:;:;;~:~-~- -+-

Schnitt E-F

..M:..tl

--_._-----

-I

I

I9

11

If=~

IR2.32.38-0-1IlHeizslob Typ" b"

SIQbNr.~

Stecker Reihenfolge

..M...L1...

TE nach Z.Nr. R2.32.38-2-118

Bltschriltung: TE Nt./SI<lb Nr.

TEl, TE3 TE2

10Nier<lbraz30

Schnitt A-B

---10

........,c,i

M. 10: 1

>E

Ansicht X

AUar\mdoollllll'lNullilrundr.O,3.bisO,5llBr.II.

Fig. 19 l-Jorking(type b

drawing of an instrumented FEBA heaterof the cLadding instrumentation)

rod

Page 88: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

lnstrumented

62% Sieeve Blockage

Used in lx5 Rod Row

lnstrumented

90% Sieeve Blockage

Used in 5x5 Rod Bundle

--J-!>-

Fig. 20 Photographies of instrumented fLow bLoekage de lees

Page 89: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

3 Storage nk 14 Power Supp

4 Water Pump 15 Instrumentation Exits

8 Turbine Meter 17 Water Col ng Tank

9 Water Level Regulation Va 19 BuHer11 Test Seetion 20 Pressu re Regulator

Fig. 21 Photograph of the F R test •rlg

Page 90: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-76-

-105L ...J

45 45100

200 0.65

300 300285

3~400

485

590 0.87590 590

685

890 8389l2.-

1.06

1135 1135 1135

1225

1325 1385

1480 1425

1525

1625 1625 16251680

1725 172517251835 {) 1835 183518"5

18751925 1925 1925 1.19 1925 1925

201i. 1975 2025 20252025 2075 2025 2025 20354x 2125 2125 2125 21252175 2210

2225 2225 2225 2225 2245 2235

2325~rO

23252380

2425 2425 2480

25~

2770 2770 2770

1.06

3038 30183115

3315 3315 3315

0.87

356436~

3725 3725

3825 38203860

39253932 ~ 3915

4025 40.12 - c...,4091 4005L-J -V

C-o

"'-u *QJ

*"'-

*QJ 111 * :;2

* * 0 QJ * f-ro .0 -0 QJ D"> L ..:.:. 111111 QJ

~ 0 CLC- QJ QJ 0) QJ 0) QJ 0) 0) 0) 0) 0) c E QJ I f- UQJ CL CL CL CL CL CL CL CL CL CL CL 0

u > f-u >. >. >. >. >. >. >. >.. >. >. >. N'"

0)QJ Iro f- f- f- f- f- f- f- f- f- f- f- u.. " -' C- U D">CL D">

~:::J f- cVl c c:n C- 111 I

"'- S 0)111 -0 111

:::! ro -'" .. "'- 0) :::J"'0- ro :::J

C- O) w ...... 3:C- O

L:J Rod-TC (TS) I 0- 0- n.. CL I

* in Test Series V through VIII only

** not all positions set for the individual tests

Leve Ls 0 f thepositions

Ax i a Lmeasuring

bundLe:rodSxS22Fig.

Page 91: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-77-

TC-No.Rod-No.Rod-Type

TK

Rod TC AxialType No. Level

rnrn

a 1 22252 27703 33154 3860

b 1 452 5903 11354 1680

c 1 37252 38253 39254 4025

d 1 20252 20253 20254 2025

Rod TC AxialType No. Level

rnrn

e 1 20752 21253 21754 2225

f 1 21252 22253 23254 2425

g 1 16252 17253 18254 1925

h 1 19252 20253 21254 2225

Rod TC AxialType No. Level

rnrn

x without TC's

Fig. 23 SxS rod bundle: Radial and axial loca=tion of cladding. fluid and housing TC·sfor test series I

Page 92: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-78-

T o.Ro o.Rod-Type

TK

x without TCts

Rod TC AxialType No. Level

mm

od TC Axialype No. Level

mm

e 1 20752 21253 21754 2225

f 1 21252 22253 23254 2425

g 1 16252 17253 18254 1925

h 1 19252 20253 21254 2225

RT

Rod TC AxialType No. Level

mm

a 1 22252 27703 33154 3860

b 1 452 5903 11354 1680

c 1 37252 38253 39254 4025

d 1 20252 20253 20254 2025

Fig .. 24 5x5 rod bundle: Radial and axial loca=tion of cladding, fluid and housing TC'sfor test series 11

Page 93: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-79-

TC-No.Rod-No.Rod-Type

TK

Rod TC AxialType No. Level

rnrn

a 1 22252 27703 33154 3860

b 1 452 5903 11354 1680

c 1 37252 38253 39254 4025

d 1 20252 20253 20254 2025

Rod TC AxialType No. Level

rnrn

e 1 20752 21253 21754 2225

f 1 21252 22253 23254 2425

g 1 16252 17253 18254 1925

h 1 19252 20253 21254 2225

Rod TC AxialType No. Level

rnrn

x without TC's

Fig. 25 5x5 rod bundle: Radial and axial loea=tion of eladding, sleeve, fluid and hou=sing TC·s for test series 111

Page 94: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-80-

1460IT 2550

TT

TC-No.R -No.Ro Type

TK- Tf

x without TC's

Rod TC AxialType No. Level

mm

od TC Axialype No. Level

mm

e 1 20752 21253 21754 2225

f 1 21252 22253 23254 2425

g 1 16252 17253 18254 1925

h 1 19252 20253 21254 2225

RT

Rod TC AxialType No. Level

mm

a 1 22252 27703 33154 3860

b 1 452 5903 11354 1680

c 1 37252 38253 39254 4025

d 1 20252 20253 20254 2025

Fig .. 26 5x5 rod bundle: Radial and axial loca=tion of cladding, sleeve, spacer, fluidend housing TC's for test series IV

Page 95: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-8-

r--~~-TC No.

ftn~:~~~~- Rod No.

Rod Type

~'I---TK

od TC Axialype No. Level

rnrn

i 1 18752 19253 19754 2025

j 1 12252 13253 14254 1525

k 1 1002 2003 3004 400

x without TC's

RT

od TC Axialype No. Level

rnrn

e 1 20752 21253 21754 2225

f 1 21252 22253 23254 2425

g 1 16252 17253 18254 1925

h 1 19252 20253 21254 2225

RT

Rod TC AxialType No. Level

rnrn

a 1 22252 27703 33154 3860

b 1 452 5903 11354 1680

c 1 37252 38253 39254 4025

d 1 20252 20253 20254 2025

Fig .. 27 SxS rod bundle: Radial and axial loca=tion of cladding, sleeve, fluid and hou=sing TC's for test series V

Page 96: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-82-

TF

TH13.1825

r-1~N--TC No.

r-~Rt-- Rod No.

r-----~~- Rod Type

TH21.1825 TH17.1825TH17.2125

TRod TC Axial

ype No. Levelrnrn

i 1 18752 19253 19754 2025

j 1 12252 13253 14254 1525

k 1 1002 2003 3004 400

x without TC's

Rod TC AxialType No. Level

rnrn

e 1 20752 21253 21754 2225

f 1 21252 22253 23254 2425

g 1 16252 17253 18254 1925

h 1 19252 20253 21254 2225

Rod TC AxialType No. Level

rnrn

a 1 22252 27703 33154 3860

b 1 /, <::..,.-J

2 5903 11354 1680

c 1 37252 38253 39254 4025

d 1 20252 20253 20254 2025

loca=and hou=

Fig .. 28 5x5 rod bundle: Radial and axialtion of cladding ,l sleeve ,l fluidsing TC's for test series VI

Page 97: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

TF

TH21.2025 ~~--;.......-~

83-

~~"""",-~~-TCNo.

-'A-V--~~- Rod No.

--A.-~~- Rod Type

~*--TK

TH13.2025

TH18.2025

Rod TC AxialType No. Level

rnrn

a 1 22252 27703 33154 3860

b 1 452 5903 11354 1680

c 1 37252 38253 39254 4025

d 1 20252 20253 20254 2025

Rod TC AxialType No. Level

rnrn

e 1 20752 21253 21754 2225

f 1 21252 22253 23254 2425

g 1 16252 17253 18254 1925

h 1 19252 20253 21254 2225

Rod TC AxialType No. Level

rnrn

i 1 18752 19253 19754 2025

j 1 12252 13253 14254 1525

k 1 1002 2003 3004 400

x without TCts

loca=and hou=

Fig. 29 5xS rod bundLe: Radial and axialtion of cladding, sleeve, fluidsing TC's for test series VII

Page 98: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-84-

)----< )----<[ .>----( l>-~(-;I-==~~~-TC No.

4+~~- Rod No

Rod Type

TKTH13.2025

TH18.2025

TH17.2025f

od TC Axialype No. Level

rnrn

i 1 18752 19253 19754 2025

j 1 12252 13253 14254 1525

k 1 1002 2003 3004 400

x without TC's

RT

od TC Axialype No. Level

rnrn

e 1 20752 21253 21754 2225

f 1 21252 22253 23254 2425

g 1 16252 17253 18254 1925

h 1 19252 20253 21254 2225

RT

Rod TC AxialType No. Level

rnrn

a 1 22252 27703 33154 3860

b , 1,-.L 't.::>

2 5903 11354 1680

c 1 37252 38253 39254 4025

d 1 20252 20253 20254 2025

Fig .. 30 5x5 rod bundle: Radial end axial loea=tion of cladding, sleeve, spaeer, fluidand housina C's for test series VIII--

Page 99: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

Test No. 206BLocked Rod RowP La te B Loc kage8Lockage R8~io 621.

FLooding Rate 2.0 cm/sSystem Pressure 4.5 bar

6 CLaddir,o<I> Haus i no" ,\

o

L

u

l.LJ

er:: . ?::::::=-J -----v:::::J I fi:lßit!'t:::--~ Ic::: ,fS 400,0.... ,::EW~

200

SeLf-RspiratingProbe

~1l111 11111111 pB

C.9FLuid: ShieLded TC/ FEBR Type 1 /

,///

///

//

l2.JFLuid: UnshieLded TC/

.//

():)<J1

I

0-1 1040 mm ,o0wnstrea~ of Midp,lane

-50 0 50 100I I T nn

- I I ~- I I

150 200 250 300 350 400 450 500TIME 5

Fig. 31 5 rod row: Comparison of different fluid measuring de ices

Page 100: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

500i Hent i ng IHRat. i noClff (jn

4001 IN1 Dry Probe Ti P

~ 300 I 11 I t::J

I 11

f-

IE

a: Ecew ......CL

11 I~ 2001 I,Wet Probe TipI

100--1 I IIIII

01 I II

-100 0 100 200 300 L100

t TI ME S

Water Front Passes Rxial Level 4012 mm

Water Level Detectorprotruding in a bundle subchannel:

Measuring Junetion MgO

Heated Junetion

Chromel Wire Alumel ire

CDQ)

FEBA Test No. 266Flooding VelocitySystem PressureFeedwater Temperature

3.8 cm/s3.9 bar

40 C

Fig. 32 Scheme and signal of the water level detector

Page 101: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

181818181818181818188181el.18181.lel.l•• 1.1.1.1.

Test Series ITe s t Se r ie s I I

FLOODING PARAMETERS

Te s t Se r ies I I ITest Series VTest Series VI90% Blockage

Test Series IVTe s t Se r ies VI62% Blockage

Test Series VII62% Blockage

Te s t Se r ies VI I I90% Blockage

Test Series I II III IV V VI VII VIII

Flooding Velocity cm/s 3.8, 5.8 3.8, 5.8 3.8, 5.8 3.8, 5.8 2.2, 3.8 2.2, 3.8 3.8, 5.8 3.8, 5.8(cold bundle) (2.2, 10. ) 5.8 5.8 (2.2) (2.2)Constant During Each Test

System Pressure ba r 2, 4, 6 2, 4, 6 2, 4, 6 2, 4, 6 4 4 2, 4, 6 2, 4, 6Constant During Each Test (4) ( 4) ( 2, 4)

Feedwater Temperature °c 40°C, some few tests with 80°CConstant During Each Test

Max. Cladding Temperature °c between 700 and 800°C, some few tests between 600 and 700°C(at start of reflooding)

Max. Housing Temperature °c between 600 and 700°C, some few tests between 500 and 600°C(at start of reflooding)

Bund Ie Powe r kW at start of reflooding 200 kW, 120% ANS decay heat transient 40 s after shutdownsome few tests with constant bundle power '

co--J

Steam Cool ing Tests Test series VII and VIII include steady state and transient tests for which low bundle powerand system pressures of 2, 4 and 6 bar were selected.

Fig. 33 5x5 rod bundLe: Test matrix of test series I through 111

Page 102: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

Heatup Phase

-88-

(j, Steam

, Water

Reflood Phase

Fig. 3~ FLow scheme during operationaL procedureof FEBA refLood experiments

Page 103: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

1000-1 10

I(J)(D

~

\~-

300 Zeit [s]

----------1~a1/

200

Bundle Power (120% ANS)

Example for Data AequisitionTes t Series 111, Tes t No. 240

10 Cycles/s

___-. Cladding Temperature.-- ---- -,,.... &! ~<?J:lsing Temperatur~',

.---.---. '"0---. ,~- "

..---- I I [ I r- I I

.---,.-/' ~./ .

I .// /

/ .I / .j' Data Cheekmg

I Jo 100

~ Start of reflood

I Heat-Up Phase + Experimentr~ 2 hours

o'l- _

L­W3o

a.. 5-0o

0::

:3~

o

200

~ 600::J

-I­roL­wCLE(lJ

I-

LJ

°

Fig. 35 5x5 rod bundLe: ~perationaL procedure of EBR experi nts

Page 104: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-90-

62% Plate Blockage

Used in lx5 Rod Row

62% Sieeve Blockage

Used in lx5 Rod Row

UIco

Flow Areas

Fig. 36 5 rod row: Plate and sleeve blockage

Page 105: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-91-

1000

200

400

u

-,-335 mm Downstream of MidpLaneo I I

800

w 600a::::Jl­rra:wCL:::EWI-

200

Omm

85mm

-50mm

135mm

335mm

t t t t

· T TI . II I .· I II . I·

· I+t t

135 mm Downstream of MidpLaneo+----.------,------'-.---r--------,---------,--

85 mm Downstream of MidpLane0+----,--------,-----'---,-----,----,-

400

200

400

u

1000

800

u

1000

w 600a::::Jl­rra:wCL:::EWI-

w 600a::::Jl­rra:wCL:::EWr--

1000[1] Test No. 1118UnbLocked Rod Row

200

400

800uw 600a::::Jl­rra:wCL:::EWr--

oo

50 mm Upstream of MidpLane---,._---_.,..----------,- -----,-,--

100 200 300 400TIME S

,-500

c)TestNo.l77BLocked Rod RowSLeeve BLockageBLockage Ratio 621.

6 Test No. 206BLocked Rod RowPLate BLockageBLockage Ratio 62%

FLooding Rate 2.0 cm/sPressure 4.5 bar

Fig.37 5 rod row: InfLuence of bLockage shapeon cLadding temperatures

Page 106: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-92-

o

500

1000

1500

:L:L

-' 2000w>w-'

-'0:

x 25000:

3000

3500

200 lI00 600 800CLAOOING TEMPERATURE C

Fig 38

LI 0 00+---------,----=-r-----,------,­o

Test No. 2167 Grid SpacersUnbLocked BundLe

FLooding Rate 3.8 cm/sSystem Pressure 4.0 bar

5x5 rod bundle: Test series I,initial axial clad temperature profi le

Page 107: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

5 5 100 250

41 4 801 200~

er: ~ ~ <!> <I) ~ <!> <I)~

m r"-- co u:::;:::u W :3:

W 3 ~ 3CL

60 x:: 150:::;:::f- UJ W er:er:: UJ

I:w

er: w :3:er: 0

C) CL W CLZ f-

;; 2 ~ 2 er:: 40 ~ 100 I:3: ""'C7 v CD0 f- 0 -"",,_m~ J\.~ _.f'...Lr\ W0 UJ W Z---.J >- W =:J1.L UJ 1.L co0 <E1 8 EJ

1 1 20 50

450LJ:OO350300200 250TIME S

15010050o I I I I I I I I

oooo

Test No. 2167 Grid SpacersUnbLocked BundLe

F i g. 39 5x5 rod bundLe: Test series I, fLooding parameters

Page 108: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-94-

o

500

1000

1500

2:2:

---l 2000w>W---l

---lce

x 2500ce

3000

3500

500400200 300QUENCH TIME 5

100LI 000+----,.-------,----,-----,------,-

o

Test No. 2167 Grid SpacersUnbLocked BundLe

FLooding Rate 3.8 cm/sSystem Pressure 4.0 bar

F i g. 40 5xS rod bundLe: Test series I.quench time

Page 109: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-95-

1725 mm

GridSpacer

2025 mm

2125 mm

1825 mm

1925 mm

2225 mm

1625 mm

f t f f

••r•• G&

•••• (&

r}, rflI II

r II

I

II

II

I

I[

1 I

I I I

I I I I

--_. H- -+ ~ 1 I

I I III

I I I 1 III I I

I

-\I I II- r I

I IL I I

~ l+~I

E9 LJ

1000

800u

w 600a::=::JI- 400er::a::w0.... 2002:WI- Leve L 1825 mm

0

1000

800u

w 600a::=::JI- 400er::a::w0.... 2002:WI- Leve L 1925 nm

0

1000

800u

w 600a:::::Jr- 4001er::a:: Iw I0.... 200 J2:

oJ Leve Lwr- 2025 mm

1000 1800

u

w 600a::=::Jr- lIOOer::a::w0.... 2002:Wr- Leve L 2125 mm

00 100 200 300 400

TIME S

Test No. 2167 Grid SpacersUnbLocked BundLe

FLooding Rate 3.B cm/sPressure LI. 1 bar

~ "Bypass Region"c)"BLocked Region"

Fig.41 5x5 rod bundLe: Test series I.cLadding temperatures

Page 110: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

----.----400

2125 mm

2225 mm

2025 mm

1925 mm

1725 mm

1625 mm

1825 mm

t t t t

• •••••••••••••••••••••

:IrtilrI

I I I II I I I

I i1 I

I

I I II

I I II

I I I

I

II

1

1

I I I I

II

II

I

I Ic-t I-

!

I

II

II I I

LL~lll~

~ ~Bypass Region n

c)~Blocked Region"

FLooding Rate 3.8 cm/sPressure lI.1 bar

Test No. 2296 Grid SpacersUnbLocked BundLe

-96-

1000

800u

w 600a::::::JI- 400CI:a::wCL 2002:WI- Leve l 1825 mm

0

1000

800u

w 600a::::::JI- 400CI:a::wCL 2002:WI- Leve l 1925 mm

0

1000

800u

w 600a::::::JI- 400CI:cewCL 2002:WI- Level 2025 mm

0

1000

800u

w 600ce:::::JI- 400CI:cewCL 2002:WI- Leve l 2125 mm

0 I I

0 100 200 300TIME S

Fig. 42 5x5 rod bundLe: Test seriles Ir.cLadding temperatures

Page 111: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-97-

1750 1500 1250RXIRL LEVEL MM

200022502500

0=WUer::D­m

700 L--_----'----'--.J... -----'-__--....JL...Ll- -L-__--....J-L-L__--'

2750

800

900

150 s1000

1750 1500 1250RXIRL LEVEL MM

200022502500

90 s

700 '---_---'--l.-L --'- L..ll- -'-- '--'--'- ----'

2750

u 1000o

w

§ 900I­er::0=

~ 800:E:WI-

1750 1500 1250RXIRL LEVEL MM

20002250

FLClN ---

2500700 '---_----"""'--'-__._--'- L..ll- -'-- ~__----'

2750

900

800

30 s1000

FLooding Rate 3.8 cm/s5ystem Pressure 2.1 bar

6 Test 5eries ITest No. 223(7 Grid SpacersJ

~ Test Series 11Test No. 234(6 Grid Spacers, without Spacer at BundLe MidpLaneJ

Fig.4:3 5x5 rod bund le: Inf luence of a gr i dspacer on the axial temperature profi le

Page 112: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

2225 mm

2125 mm

2025 mm

1825 mm

1925 mm

1625 mm

1725 mm

t t I I

tTitlI

I

I I III I I I

II

I II

I I I II

II

II

I I II I

IT T I II II I I

I !I

II11 I...L I

I I I T TI I I I

~~~~

LeveL 2025 rrm0+----,----.--------.-------.-

200

400

uw 600a:::::Jf­er:a::wCLzWf-

-98-

1000

800u

w 600a:::::Jf- 400er:a::wCL 200zWf- LeveL 1825 rrm

0

1000

800u

w 600a:::::Jf- 400er:a::wCL 200zWf- LeveL 1925 rrm

0

1000

800

200

400

1000

CI Bypass Reg ion~ BLocked Region* 5 leeve+ Underneath SLeeve

Test No. 2396 Grid SpacersBLocked BundLe (3x3 Rads)BLockage at Level 2025 mmBLockage Ratio 90%

FLooding Rate 3.8 cm/sPressure 4.1 bar

LeveL 2125 rrmo+-----r-,-----,-,----r--------r-o 100 200 300 400

TIME S

800

w 600a::::>f­er:a::wCLzWf-

Fig.L1:lJ 5x5 rod bundLe: Test series III.cLadding temperatures

Page 113: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

2225 mm

1825 mm

2125 mm

2025 mm

1725 mm

1925 mm

1625 mm

! ! ! t

rtr-k rrtI I i

II

II

I II II I I

I

I I I I

I II

I II I I I

II II I I I

F- tl f I,

II

II

- e-+ I I--i I

I

T"-- -'- I i

1I I

-

I II I I

1~+~~

Level 2025 mmo+----...,-----..,-----r--------,-

200

400

u

-99

1000

800

u

w 600er:::::lf- 400CI:er:wCL 200:LWf- Level 1825 mm

0

1000

800

u

w 600er:::::lf- 400CI:er:wCL 200:LWf- Leve l 1925 mm

0

1000

800

w 600er:::::lf­CI:er:WCL:LWf-

200

400

u

~ Bypass Reg ion~ BLocked Region* 5 Leeve+ Underneath SLeeve

Test No. 263G Grid SpacersBLocked BundLe (3x3 Rods)BLockage at LeveL 2025 mmBLockage Ratio 621.

FLooding Rate 3.8 cm/sPressure 4.0 bar

Level 2125 mm0+----...,-----..,-------,-----------,-o 100 200 300 400

TI ME S

800

1000

w 600er:::::lt­CI:er:wCL:::EWf-

F i g. 45 5x5 rod bundLe: Test series IV,cLadding temperatures

Page 114: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

2125 mm

2225 mm

1725 mm

1925 mm

2025 mm

1825 mm

1625 mm

t t t t

1 I I rtr

III

! II II

I

I r 1 II I I I

II

1

1I

,

II

I I II 1 FF I

Ii I iI I I

IIi I I

1 I TI 1I I I

~~~l~

Test No. 2676 Grid SpacersBLacked Bund le (3x3 Rads)Blackage at Level 2025 mmBlockage Ratio 621.

FLooding Rate 2.2 cm/sPressure ~.O bar

i

500

~

~800 ~,

u

w 600a:::Jf- 400 !CLa:w0.- 200zWf- Leve L 2025 rnm

0

1000'1

800u

w 600a:::Jf- 400CLa:w0.- 200LWf- Leve L 2125 mm

0 i i I I

0 100 200 300 400TIME S

-100-

1000

800u

w 600a:::Jf- 400CLa:w0.- 200LWf- Leve L 1825 mm

0 -----,----- I I -

1000

800u

w 600a:::Jf- 400CLa:w0.- 200LWf- Leve L 1925 mm

0 ---

1000

F i g. 46 5x5 rod bundLe: Test series IV.cLadding temperatures

Page 115: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-101-

2225 mm

2125 mm

2025 mm

1925 mm

1825 mm

1625 mm

1725 mm

iFri=J rlcI I I r I

I I

I

III I

I I! I I

i

I I II

I I I I

i

I I III I

i I I I

I t

!

I

!I , I

I 1 II

II-;.. '-- I..-+- I I

I

I : I

I

I I

U~4~Uc! ! ! !

u

w 600a::::::>f- LlO0-ier::a:

200JwCL2::

oJ Level'--8 :.w

f- 1825 11m

1000

IU

:::~wa::::::>f-er::a:wCL 200-12:: Iw

o~elf- 1925 mm

••••••••••kI ••

••••

c::J Bypass Reg ionC2:lBLocked Region* S Leeve+ Underneath SLeeve

Test No. 2646 Grid SpacersBlocked BundLe (3x3 Rads)Blockage at LeveL 2025 11mBLockage Ratio G2!.

FLooding Rate 5.8 cm/sPressure 4.0 bar

u

w 600a::::::>f- lIOOer::a:wCL 2002::Wf- Level 2025 11m

0

1000 '

800u

w 600a::::::>f- lIOOer::a:wCL 2002::Wf- Leve l 2125 11m

00 100 200 300 400

TIME S

Fig. L!7 5x5 rod bundLe: Test series IV.cLadding temperatures

Page 116: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

2225 mm

1725 mm

1825 mm

2125 mm

2025 mm

1625 mm

1925 mm

rt1 ~rtI

I I II

I II I I

II I I

I

I i I II

! III

I : II

I 1 1"

Ii I

I :I I I T I

I I~ I

1I : I

1

I I

~~~l~t t t t

[!] Bypass Reg Ion~ Blocked Region* 5 leeve+ Underneath Sleeve

Test No. 2616 Grld SpacersBlocked Bundle (3x3 Rods)Blockage at Level 2025 rrmBlockage Ratio 621.

FLooding Rate 5.8 cm/sPressure 2.0 bar

400

u

w 600a::::lI- 400er:a:w0- 200:::;::WI-

O~ Level 1925 rrmI

1000

800u

w 600a::::JI- 400er:a:w0- 200:::;::w rnI- Leve l 2025 rrm

0

1000

800u

w 600a::::lI- 400er:er:w0- 200:::;::WI- Leve l 2125 rrm

00 100 200 300

TIME S

-102-

1000

800u

w 600a::::JI- 400er:a:w0- 200:::;::WI- Leve l 1825 rrm

0

1000

800

F i g. 48 5x5 rod bundLe: Test series IV,cLadding temperatures

Page 117: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

2125 mm

2025 mm

1725 mm

1625 mm

1825 mm

2225 mm

1925 mm

tt1r tI I

I

,I

i I I

II

II I

I

I ! III

I I I I,

I II i I: i I r Ir--- i r---r I

\,

IIi I

II

I I I II

c...:- f---. H- I II

II

I

I

I I I

l~~~~t t t t

-103-

1000

800

u

w 600er::::::lI- 4000:er::w lCL

200JLWI- 1825 mno Leve l

1000

800u

w 600er::::::lI- 4000:er::wCL 200LWI- Leve l 1925 mm

0

1000

800u

w 600er:::::::Jr- 4000:er::

200

Jl J:

wCLL

~Wr- 2025 mno Le ve l

I ,

1000

800u

w 600er:::::::JI- 4000:er::wCL 200LWr- Level 2125 mn

00 100 200 300 400

TIME S

Test No. 2626 Grid SpacersBlocked Bund le [3x3 Rads)Blockage at Level 2025 mnBlockage Ratio 621.

Flooding Rate 3.8 cm/sPressure 2.0 bar

[1] Bypass Reg i on~ Blocked Region* S leeve+ Underneath Sleeve

500

F i g. 49 5x5 rod bundLe: Test series IV,cLadding temperatures

Page 118: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

2225 mm

2125 mm

1925 mm

2025 mm

1825 mm

1625 mm

1725 mm

rfrf I r"k

I

I,- I

III

I II I

I 1 I

i

I 1 rI

I I I I!

II

! i I I I

I 1 I ,-

iI1 I

i I II

II I

1 ,- 1 - I

II I I I

I

11~~~~t t t t

c::J Bypass Reg ion~ Blocked Region* S leeve+ Underneath Sleeve

Test Noo 2686 Grld SpacersBlocked Bund le (3x3 Rads)Blockage at Level 2025 mmBlockage Ratio 62%

Flooding Rate 308 cm/sPressure 6.0 bar

-104-

1000

800

u

w 6000::::JI- 400er::0:w0- 2002:WI- OILeVel 1825 mm

I

1000

800u

w 6000::::JI- 400er::0:w0- 2002:WI- Leve l 1925 mm

0

1000

800u

w 6000::::JI- 400er::0:w0- 2002:WI- Level 2025 mm

0

1000

800u

w 6000::::JI- 400er::0:w0- 2002:WI- Leve l 2125 rrrn

0 I --,-0 100 200 300 400

TIME S

Fig. 50 5x5 rod bundle: Test series IV,cladding temperatures

Page 119: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-105-

2125 mm

-- 2025 mm

---- 1625 mm

-++-'--+--- 1725mm

[

I I I I

--I-+-++~~'--~-h--lI+++- 1825 mm

--I--\-1-++-i----1-H ++-++-- 192 5 mm

-I--'-J-1--+-J-+-l-+-I-+++'+- 2225 mm

,--

LeveL 1925 rr:m0+.----,------,----j

Leve L 1825 rnmo ------,----

200

600

1000

800

1000

800~~_F'L

1000

1800~1

w 600~ ~.

~ 400J

~ 200 I::;;::Wf-

u

wa::=J

f- 400er::a:w0....:LWf-

uw 600

~ ~001~ 200 J Ljl)'1'-/--)l'V~I\.,,~~~d~~,~~I- 0 I--Le_v_e_L_2_0,--:2_5_rrm_/r_"__j-.--- -,--- -,-

1000

[1] Bypass Fieg ion~ BLacked Region* 5 Leeve+ Underneath SLeeve

Test No. 2696 Grid SpacersBLocked Bund Le [3x3 Rads)BLockage at LeveL 2025 mmBLockage Ratio 62%

FLooding Rate 5.8 cm/sPressure 6.0 bar

lJ:00200 300TIME S

100

LeveL 2125 mm0+----,.-----,------,-----,-o

400

200

uw 600a::=JI­er::a:w0....:LWf-

Fig.51 5x5 rod bundLe: Test ser~es IV,cLadd~ng temperatures

Page 120: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-106-

1000

2125 mm

2225 mm

1925 mm

1825 mm

GridSpacer

2025 mm

1725 mm

1625 mm

rt+~II I I

I I I I I

I I I I I

II I

I I I I II I I I I, I I II

II

I

II I

II I

II

I I III I I I I I Ir-r-imT

I

I I I, I I I II 9ro I I

I I I IJ. J. J. I I

I I I I I,

! I t I

[1J Bypass Reg ion~ BLocked Region* 5 Leeve+ Underneath SLeeve

Test No. 2827 Grid SpacersBLocked BundLe (3x3 Rods)BLockage at Level 2125 mmBlockage Ratio 90i.

FLooding Rate 3.8 cm/sPressure 4.0 bar

Le ve L 1925 mmo+-----,------------,---------,-----

200

400

u

w 6000=:::::>I- 400a:0=wCL 2002:WI- Leve L 2025 mm

0 --r-

1000

800u

w 6000=:::::>I- 400a:0=wCL 2002: ,

~

W/ ,

I- LeveL 2125 mm0 ,-----

1000

800u

w 6000=:::::>I- 400a:0=wCL 2002:WI- Leve L 2225 mm

00 100 200 300 400

TIME S

w 6000=:::::>I­a:0=wCL2:WI-

u

F i g. 52 5x5 rod bundLe: Test series V,cLadding temperatures

Page 121: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

2225 mm

2325 mm

2125 mm

1825 mm

1925 mm

GridSpa[er

2025 mm

1625 mm

1525 mm

1725 mm

I I I 1

ncr+ I I

rt't---

I I i 1 ~+I I

I I I I

I I

t frI I1--

I 4I I

I--, I f- -

I I I- j- J t6r-

I IIU- U- W-- [

I : I I iI : : I I I 11

1 1" 11 I

II I II I

190~/_ 1

-I

1 I I

-- -L

II T

--

II I I II

III I

:4~'~

LeveL 2125 rrm0+----..,...-----.-------,.-------,,--

200

lI00

u

w 600a::::Jf­er::a:wCL:::LWf-

-107-

1000

800

u

w 600a::::Jf-

:::jer::a:wCL:::L IZJ

~Wf- 1925 rrmo LeveL

1000

800u

w 600a::::Jf- lI00er::a:wCL 200:::LWf- LeveL 2025 rrm

0

1000

800

[1J Bypass Reg ion~ BLocked Region* SLeeve+ Underneath SLeeve

Test No. 2767 Grid SpacersBLocked Bund Le (3x3 Rods)BLockage at LeveL 2125 rrmBLockage Ratio 90%BLockage at LeveL 1825 rrmBLockage Ratio 621.

FLooding Rate 3.8 cm/sPressure W.O bar

lI00200 300TIME S

100

LeveL 2225 rrm0+----,-----.,----,--------,-o

400

200

w 600a::::Jf­er::a:wCL:::LWf-

1000

800u

F i g. 53 5x5 rod bundLe: Test series VI.cLadding temperatures

Page 122: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-108-

2225 mm

1625 mm

1925 mm

1825 mm

1725 mm

1525 mm

~ r+= rJel

rf I

I I I II I I I I

I I I II I I I

I I i I I

I I I ! Irr rr I II: 1

I To I 1

u.-U-u.. II I 1 I

Grid

1 I I 11 Spacer-'-'cr-±::n:::r-±H:M:,-r:±.::r'rl-rr-~ ~ 2025 mm

_++1++-11

HI-tt-t-Itt-H[I _~ 2125 mm1 90~/o I I I

1 I 1 ! 1

I I I I

I i! I·---+-II-tH-H

U+1 +++H-I~++- 2325 mm

t t t t

Leve L 1625 mn0+----,---

Leve L 1525 mn0+----,-----.------,------,-

400

200

200

400

w 600a:::::JI­a:::a:wU.­2::WI-

w 600a:::::JI­a:::a:w0....2::WI-

1000

800

1000

u

u

800 ~/-----{c'-t-----t'<'t-

i 500j

~ :::J_Leve-.,-L171

2_5mn ----------,-:_~J__,____c~ _0-,----~

['] Bypass Reg Ion~ BLocked Region* SLeeve+ Underneath SLeeve

Test No. 2767 Grld SpacersBLocked BundLe (3x3 Rods)BLockage at LeveL 2125 mmBLockage Ratio 90%BLockage at LeveL 1825 mmBLockage Ratio 62%

FLood ing Rate 3.8 cm/sPressure 4.0 bar

liOO200 300TIME S

100

Leve L 1825 mmo+----,-------,----,..------,r--o

400

200

1000-1

u

w 600a:::::JI­a:::a:w0....LWI-

F i g. 54 5x5 rod bundLe: Test series VI,cLadding temperatures

Page 123: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

2025 mm

1725 mm

1625 mm

1825 mm

1925 mm

2225 mm

2125 mm

I It t t t

rt~T I r+I

I1 T T I

II I I I

I i I I I

I I I I I

I

I

I

I II

I I I-t -t

,i

: i I II

II I !

II I Lle- ,- h--- h-

I II

I I IiI I

1 [~lt

-109-

1000

800u

w 600er=::l1- 400a:erwCL 200LWI- Level 1825 mm

0 -----,-

1000

800 ~""~

u

w 600er=::lI- 400a:erwCL 200LWI- Leve l 1925 rTm

0

1000

800u

w 600 .er=::lI- 400a:erwCL 200LW

/ /,r- Leve l 2025 rnm

0

1000

800 Test No. 3246 Grid Spacers

u Blocked BundLe [5x5 Rods)600 BLockage at Level 2025 mrn

w Blockage Ratio 621.er=::lr- 400 Flooding Ra te 3.8 cm/sa:er Pressure LI. 0 barwCL 200 [1] c ladd i ngLw * Sleever- Leve l 2125 rrm + Underneath SLeeve

0 ---------,-- -r---- I ---------,--

0 100 200 300 400TIME S

F i g. 55 5x5 rod bundLe: Test series VII.cLadding temperatures

Page 124: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

10-

2225 mm

f f t f

--+'+-H-+-+t-+-t++-H+-I-- 17 25 mm

-H-++-H+++++HH+- 1825 mm

---I:::±:H±J-I::±::I-l±of-t±c~ 192 5 mm

--+-J-++-1-+-f--I--+-+-+- 2025 mm

--+-'-H-'-+t-e-t++-H+-I-- 1625 mm

--+++1H++-H++++++- 2125 mm

~cLadding* SLeeve+ Underneath SLeeve

Test No. 3376 Grid SpacersBLocked BundLe (5x5 Rads)BLockage at LeveL 2025 mmBLockage Ratio 90%

FLooding Rate 3.8 cm/sPressure 4.0 bar

[1J [1J ~

L.+-,-[1J+---+[1J.Lf---~

1000

800u

w 600ce:::::Jf- lI00er:cew0- 200::>:wf- Leve L 1825 mm

0

1000

800u

w 600ce::Jf- lI00er:cew0- 200::>:wf- Leve L 1925 mm

0

1000-1

800u

w 600ce::Jf- lI00er:cew0- 200::>:wf- LeveL 2025 mm

0

1000

800u

w 600ce::Jf- lI00er:cew0- 200::>:wf- Leve L 2125 mm

0 I -T------,-0 100 200 300 400

TIME S

F i g. 56 5x5 rod bundLe: Test series VIII.cladding temperatures

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-111 -

1000

800

u

wer:=)

l­rr:erwCL:LWI-

600

400

200

Leve l 1825 mm0-+-----,------,-----------,----,--

1000

Leve l 1925 mm0+-----,------,-----------,----,--

u

wer:=)

l­rr:erwCL:LWI-

800

600

400

200

1000

u

wer:=)

f­rr:erwCL:LWf-

800

600

400

200

Level 2025 mm0+-----,------,-----------,----,--

FLooding Rate 3.8 cm/s5ystem Pressure W.O bar

Test 5eries 11

Test No. 2296 Grid SpacersUnb locked Bund le

6. Cladd ing

Test Series 111

Test No. 2396 Grid SpacersBlocked Bund le l3x3 Rods)Blockage at Level 2025 mmBLockage Ratio 90%

CJ Bypass Reg ion~ Blocked Region* Sleeve+ Underneath Sleeve

400200 300TIME S

100

Level 2125 mm0+-----,------,-------,-----,.-o

200

400

800

600

1000

u

wer:=)

f­rr:erwCL:LWf-

Fig. 57 5x5 rod bundLe: Test series 11 + 111.cLadding temperatures

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-112-

1000-

800

u

wce=:JI­0:ceW0.­:L:WI-

600

400

200

Leve L 1825 mm0+-----,------.------,.----,--

1000

u

wce=:JI­0:ceW0.­:L:WI-

800

600

400

200

Le ve L 192 5 mm0+-----.------,-----,.----,.·

1000

u

wce:::JI­0:ceW0.­:L:WI-

800

600

400

200

LeveL 2025 mm0-+-------,-------,--------,-----,--

FLooding Rate 3.8 cm/s5ystem Pressure 4.0 bar

Test Series II

Test No. 2296 Grid SpacersUnbLocked BundLe

~ CLadd i ng

Test Series IV

Tes t No. 2636 Grid SpacersBLocked Bund Le (3x3 Rads)BLockage at LeveL 2025 mmBLockage Ratio 62%

Q] Bypass Reg iono BLocked Region* SLeeve+ Underneath SLeeve

400200 300TIME S

LeveL 2125 mm0+-----,-----.--------,----,--o 100

200

400

800

600

1000--j

u

wce=:JI­0:ceW0.­:L:WI-

Fig. 58 5x5 rod bundLe: Test series II + IV,cLadding temperatures

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-113-

1000

800

u

w 600er::::lI- 400ceer:wCL 200LWI- Leve L 1ß25 mm

0

1000

800

u

w 600er::::lI- 400ceer:wCL 200LWI- Leve L 1925 mm

0

1000

800

u Flooding Rate 3.8 cm/sw 600 System Pressure 4.0 barer::::lI- 400ce Test Series I Ier: --------------wCL 200L Test No. 229w 6 Grid SpacersI- Leve L 2025 mm

0 Unblocked BundLe

1000-1L!:> Cladd ing

800 Test Series VI I----------------

u600 Test No. 32ll

w 6 Grid Spacerser::::l BLocked BundLe l5x5 Rods)I- 400 BLockage at Level 2025 mmce BLockage Ratio 621.er:wCL 200 EJ CLadd ingLw * SLeevee- Leve L 2125 mm + Unde rn ea th SLeeve

00 100 200 300 4:00

TIME S

Fig .. 59 5x5 rod bundLe: Test series 11 + VII.cLadding temperatures

Page 128: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-114-

1000

800

Leve L 1825 mm0-1-----,-----,----,----,-

200

400

uw 600ce:::JI­a:cew0­LWI-

1000

800

Le ve L 1925 mm0-1-----,-----,----...,.-----,-

200

400

w 600ce:::::>I­a:cew0­LWI-

u

1000

200

400

u

Test Series 11

FLooding Rate 3.8 cm/sSystem Pressure 4.0 bar

Test No. 2296 Grid SpacersUnbLocked BundLeLeveL 2025 mm0-1----,----...,.-----...,.-----,.-

800

w 600ce:::::>f­a:cew0­LWf-

1000L!:>. CLadd ing

Test Series VIII

Test No. 3376 Grid SpacersBLocked Bund Le 15x5 Rods)BLockage at LeveL 2025 mmBLockage Ratio 90%

[1] CLadd ing* SLeeve+ Underneath SLeeve

400200 300TIME 5

LeveL 2125 mm0+-----,-----.....,----.....,-----,-o 100

200

400

w 600ce:::::>f­a:cew0­LWf-

u

800

Fig. 60 5x5 rod bundLe: Test series II + VIII.cLadding temperatures

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-115 -

1000

800u

wa:=::>f­a:a:wCL:::EWf-

600

lIOO

200

Level 1825 rrm0-1----.,..-----,----,----,--

1000

u

wa:=::>f­a:a:wCL:::EWf-

800

600

lIOO

200

Leve l 1925 rrm0-1----.,..------,----,----,--

Level 2025 rrm0-1----.,..------,------,--------,,--

u

wa:=::>f­a:a:wCL:::EWf-

1000

800

600

400

200

1000

+

Flooding Rate 308 cm/sSystem Pressure 4.0 bar

Test Series 111

Test ~Ico 2396 Grid SpacersBLocked Bundle 13x3 Rods)BLockage at LeveL 2025 ~m

BLockage Ratio 90%

l2J BypEJSS Reg ion~ BLocked Region* 5 Leeve+ Underneath SLeeve

Test Series VIII

Test No. 3376 Grid SpacersBLocked Bund Le (5x5 Rods)BLockage at LeveL 2025 mmBLockage Ratio 90%

L!:>. Cladd i ngZ SleeveX Underneath SleeveLevel 2125 rrm

0-1-----,------,------,---------".--o 100 200 300 400

TIME S

400

800

200

w 600a:=::>f­a:a:wCL:::EWf-

u

Fig. 61 5x5 rod bundLe: Test series 111 + VIII.cLadding temperatures

Page 130: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

- 16-

30

25

ci 20w>o

>­cece 15ceu

ceWI­ce::s:: 10

5

LJ:OO300200TIME 5

100o~~--r---------r-----,-----,--o

Flooding Rate 3.6 cm/s

Test Series IV

6 Grid SpacersBlocked Bund le [3x3 Rods)Blockage at Level 2025 mmBlockage Ratio 621.

C9Test No. 262System Pressure 2.0 bar

[] Tes t No. 263System Pressure LJ:.O bar

b Test No. 268System Pressure 6.0 bar

F i g. 62 5x5 rod bundLe: Water carry over,infLuence of system pressure

Page 131: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

7-

30

25

er: 20w>o

r­a:~ 15u

a:wf­0::::s: 10

5

700600500300 400TIME S

200100o~L.~;::::=:::::::::::::~;:::=:~--,-__--,-__-.-__--;-__--,­o

System Pressure 4.0 bar

Test Series IV

6 Grid SpacersBlocked Bund le (3x3 Rods)Blockage at Level 2025 mmBlockage Ratio 62%

c) Test No. 267Flooding Rate 2.2 cm/s

[1] Test No. 263Flooding Rate 3.8 cm/s

6 Test No. 264Flooding Rate 5.8 cm/s

F i g. 63 5x5 rod bundLe: Water carry over,infLuence of fLooding rate

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-118-

30

25

· 20a::.w>D

>-

~ 15a:u

a::.wI-

~ 10

5

500400200 300TIME S

100o~~.c:::::.....---r----,-----,------,.----,--

o

FLooding Parameters: V = 3.8 em/s, P = 4.1 bar

~Test Series IV. Test No. 263c)Test Series V. Test No. 282L!l.Test Series VI. Test No. 276

F i g. 64 5x5 rod bundLe: Water carry over,infLuence of fLow bLockage

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-119-

30

25

er:? 20w>Cl

>­a:a: 15a::u

a:wI­a::3: 10

5

100 200TIME S

300 400

F i g. 65

Flooding Rate 3.8 cm/sSystem Pressure 4.0 bar

Test Series IV

~ Test No. 2636 Grid SpacersBlocked Bund le (3x3 Rods)Blockage at Level 2025 mmBlockage Ratio 62%

Test Series VIII

c) Test No. 3376 Grid SpacersBLocked BundLe (5x5 Rads)BLockage at Level 2025 mmBlockage Ratio 90%

5x5 rod bundLe: Water carry over,infLuence of fLow bLockage

Page 134: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

300250200100 150TIME S

50

0.05

o0.1 0.00

1000

\l(f){!·i·.:.!g:{:iW.}::.<JiXi/MiJ?~!::.,:;n;\u<;:~ttt~,:~w{;~?:~~~~)\:t~;:::~::X~:~:t}?~?~XW!{(k}~E~~=~~~=~~=~=~~~~~~~(~':oo~--==--~:ti}: STERM CClNVECT I ClN ~~{:wm~\!g;/:: MIST CClClL I NG W:::Fid:~"~?B FILM BCl I LI NG ~oo~ooo~,iII \lRTER 1"'''''.I\/E~f'''T

}(·Mi;Ni!WgMg/Ji?iL/5ter:n~~:.Mu?l~):~~Hf.i1I({iifi~~~~~;g ~;~~g~~~::~Stf~~;:.~g~::~tW;~lXfT~~~~~~~~~~~~~~~~~~~:o~o:o~,~:::==~~~§~~~=~=~~~~~~~~I /~\1

NUCLEATE BClILINGII

800-1 0.04

a:0::m

wu 600 g§ 0.03w (J)

a: (J)

:::::J WI- a:0:: 0....a:w 400 . 0.020.... 1.L:'L 1.LW ........

I I 111111 j I r 1I I I\JI- 0 0

I200~

I I 11 ~ 1III .1 f 11 I0.01

FEBR Test No. 229Flooding VelocitySystem PressureFeedwater Temperature

TC Measuring Position:2125 mm

3.8 cm/s[L 1 bar

40 C

~ Clad Temperature~ Fluid Temperature6 Differential Pressure

Measured Between RxialLevel 2380 and 1835 mm

Fig. 66 Heat transfer regimes observed during refLooding

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-121-

1000 0:0.05a:aJ

u 800 w O. 04w 0:0: ::::J::::l 600

(I) Test Series I If- (1)0.03a: w Test No. 2310: 0: V 3.8 cm/sw 400 CL 0.02 P = 6.2 barCL::EW LLf- 200 ~ 0.01

0

0 0.00

1000 0: 0.05a:aJ

u 800 w 0.04w 0:0: ::::J::::J 600 ~ 0.03 Test Series I If-a: w Test No. 2290: 0: V 3.8 cm/sw 400 CL 0.02 P = 4.1 barCLLW LLf- 200 ~ 0.01

0

0 0.00

1000 er 0.05a:aJ

u 800 wO.04w erer ::::J::::J 600 ~ 0.03f-a: wer erw 400 CL 0.02CLLw LLf- 200 ~ 0.01

0

0 0.00-100 0 100 200

TIME S300 400

Test Series 11Test No. 234V 3.8 cm/sP = 2.0 bar

TC Measuring Position:2125 mm

~ Cladding Temperature~ Fluid Temperature6 DifferentiaL Pressure

Measured Between RxialLeveL 2380 and 1835 mm

F i g. 67 5x5 rod bundle: Influence of floodingparameters on cladding and fluid tem=peratures and differential pressure

Page 136: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

122 -

1000

400

Upper BundLe Portion:

800

u

~ 600::::lf­er::a:w0....::EWf-

Pe Grid. BLockageZ Grid. Bypass+ CLadd i ng1" FLu i d

Le ve L:1460 mm1460 mm1725 mm1725 mm

200

Jr---.--.-.,.--,--,--,.--.---,---,--,o 100 200 300 400 500

100e

Le ve L:2225 mm2245 mm2550 mm2550 mm2770 mm2770 mm

Y CLedd i ng<!>FLuid~ Grid. BLockageC9 Grid. BypassXCLadding6 F Lu i d

Lower BundLe portion:

o

I200~

J_----.-,I_I{_I!I_~-,--_:~_:~,--b_tz_~--,--:;:I_-.-:~100 200 300 400 500

TIME S

400

800

u

~ 600::::lf­CLa::w0....::EWf-

Test Series lVTest No. 262FLooding Velocity 3.8 cm/sSystem Pressure 2.0 bar

Fig. 68 5x5 rod bundLe: CLedding, fLuid endgrid spacer temperatures meesured inthe Lower end upper bundLe portion

Page 137: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-123-

1000

u800 ,r- r------+._

w ~CL

'C

":::> " Tes t Series I Vf- 60UIT Tes t No. 269CL V 5.8 cm/sw

400 p 6.0 ba rCL =EWf- 200

00 100 200 300 400

1000

u800

wa::=' 600f-a:a::w 400CLL:Wf- 200

n0

1000l

u800

wa:::::>

600f-ITa::w 400CLEWf- 200

00 100

I

200I I

300 400TIME S

Test Series IVTest No. 263I/ 3.8 cm/sP = L1.0 bar

Test Series IVTest No. 267V 2.2 cm/sP = '-1.0 bar

i

500

+ CLadding Temperature6 FLuid Temperature~ Grid Spacer Temperature. BLockage

TC Measuring Position:1725 mm1725 mm1L160 mm

Fig. 69 SxS rod bund Le: Inf luence of f load ingrate on cLadding. fluid and grid spacertemperatures in the upper bundle portion

Page 138: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

1000-1 500

800-1 L!OO

u 600 _ 300~

w .........er: C\.I:::::l ;l(

f- ;l(

CI: 2:er: L!OO ; 200wCL2: UW f-f- I

200 100_~~IIiI!ILNIIJ, \..I m ~

I\)-!>o

o 0-1\.F-- I I i I I I I

100 200 300 L!OO 500 600 700TIME S

FEBA Test No. 28~

Flooding VelocitySystem PressureFeedwater Temperature

Rxial Level: 590 mm

2.2 cm/s4.1 bar

40 C

~ Clad Temperature~ Fluid TemperatureL!; Heat Transfer

Heat Transfer Related toSaturation Temperature

F i 9 .. 70 5x5 rod bundLe: CLadding and fluid temperaturesand heat transfer coefficient

Page 139: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

125-

6

+

.lLJL:

I:UZlLJ::::JCl

lLJCDo0:::0._

(Jl(Jl

lLJ-lZo(Jl

ZlLJL:

o

5

3

2

0+-----,-,----..,,------.-,----.,-----"------,,------,-,1 2 3 456 7 8

SYSTEM PRESSURE. P. BRR

Legend

Measured CaLcuLa- Pressure FLooding Re No.Da ta ted Da ta Ra te

p (ba r) V (cm/s)

[!J 1) 2. 1 3.8 2.126C) 2) 4. 1 3.8 2,500~ 3) 6.2 3.8 2,749

+ 4) 2. 1 5.8 3,245X 5) 4. 1 5.8 3,817~ 6) 6.2 5.8 4, 196

F i g .. 71 Probe quench time correLation

Page 140: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

-126-

10

9

8

o 6z

o 7::JZ

f­-IIJ.J(f)

cn::JZ

f­IJ.J-I0­oa::o

5

3

2

0.40.1 0.2 0.3N~RMALIZEO TIME, T'

0+---------,--------.,.-------,----------,-0.0

Legend==:::===

Measured CaLeuLa- Pressure FLooding Re No. Re No. OistanceDate ted Da ta Rate C. Spaeer

P (ba r) V (em/ s) t (mm)

l!l 1) lL 1 3.8 2,500 61, 000 100(!) 2) 4. 1 3.8 2.500 121,000 200A 3) 4. 1 3.8 2.500 182,000 300+ 4) 4. 1 3.8 2.500 242.000 400

Fig .. 72 Droplet heat transfer

Page 141: FEBA Flooding Experiments with Blocked Arrays Evaluation ...

2.0

-0QJ

->:::u0

:0c:::;)

• cr"'-

-0 1.5QJ

-'"u0

.Q

'cr

X::J

LL

-<-roaJ

:r: 1.0""CJaJN

roEf-0

:z:

0.5

-127-

p :: const.V ::: const.

o 0.5

Normalized Quench Time

1.0

Fig. 73 5x5 rod bundLe: Normalized heat flux(b Loe ked lunb Loe kedl downs tream 0 f thebLoekages during mist eooling