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Flow characteristics of unit artificial reefs in 3-D placement models
Dongha Kim1), Sol Han2), Quynh T.N. Le3) and *Won-Bae Na4)
1), 2), 3), 4) Dept. of Ocean Engineering, Pukyong National University, Busan 609-737, Korea
ABSTRACT
To quantitatively evaluate flow characteristics (wake and upwelling regions) of unit artificial reefs (ARs), three 3-D models such as Hexa, Rect, and Ryra were investigated. The element-based finite volume method was used for numerical flow analyses, by facilitating ANSYS-CFX software. From the analyses results, the following conclusions were made. First, each placement model has a different wake volume up to 58% variation, showing that Hexa is the most advantageous due to its size of 140m3 while Rect has the largest volume of 1970m3 in terms of upwelling volume. Second, considering the wake and upwelling distributions, Pyra has a unique characteristic showing that 77.04% of the wake volume concentrates on a sub-region, which is beneficial to demersal fish. 1. INTRODUCTION
Wake and upwelling regions around an artificial reef (AR) are believed to be important to marine lives because these regions contain a variety of organic, dead plankton, nutrient salt and accordingly attract more marine species such as fish (Oh et al. 2011). For example, fish (predators) have a strong chance to get preys which stay the wake and upwelling regions. Although the attraction and production debate has not been solved yet, there are scientific clues supporting the production, attraction, or both, which are depend on various parameters such as the age, size, gender, and other ecological factors of fish (Bortone 2011, Grossman et al. 1997, Pickering and Whitmarsh 1997, Pitcher and Seaman 2000). Thus, many marine ecologists support the fact that the primary producers around ARs are dominant in the wake and upwelling regions and accordingly the food chain is formed in the areas (Oh 2004). In a sense, wake and upwelling regions are the critical factors in estimating the fishing grounds, which are often facilitated by ARs.
A small sized AR unit (or module) is usually installed as a unit (or set), the so-called a unit artificial reef, as shown in Fig. 1. In other words, a unit artificial reef (unit- 1), 2), 3) Graduate Student 4) Professor
AR) conbe combFig. 1, feach uninstalledalso dep
In them, a model isbecausemovemefree fallgroundsengineephysical
Thupwellinartificial 2005), fiand hydon an avolume suggestratio, wdeploymcharacte
nsists of sebined togefor making nit or groupd as a unit pendent on
South Korconcentra
s a concee the ARs ent under tl have all
s is not easring paraml meaning
he preliminng effect o
seamountish school
draulic chaartificial reconcept,
ed the forwhich is 0.ment (k = eristic of un
Fig. 1 C
everal artificether and c
easy manp is highly
artificial ren a special
rea, some ated type eptual modfor the mothe gravital different sy. An intermeter (or stof the fishi
nary studiof an AR (t (Kim et abundanc
aracteristicseef unit. R
which is mula for th.753) and
0.0023Yrnit-AR is in
Configurati
cial reefs tcalled an anagement regional deeef of 800muse of AR
studies prois only thrdel and thodel are inational forc
three-dimresting factandard). Hng ground
es about (Jeon et aal. 2009b)
ce around As of an AR
Regarding useful to he facility
correlatior + 0.725)nsufficient.
on of unit
to maximizartificial reeand maximependent. m3. Obviou
Rs. Hence,
oposed eigree-dimense detailedstalled in a
ce only). Acmensional ct is that theHowever, id. No one p
ARs in al. 2007), ), upwellinARs (HwaR (Oh 200unit-AR, Kestimate volume k
on betwee). Howeve
artificial re
ze their funef group (Amizing the For exam
usly, the shthere exis
ght differensional placd quantificaa target arccordingly,shapes ae fishing gt is not eas
proposes a
South Koupwelling
ng due to ng et al. 24), These
Kim et al. the effect(indicating
en the coeer, researc
eefs and ar
ctions. TheAR-group)function ople, in Souhape of eat several p
nt placemecement moation is norea using f, the units
and quantiround can sy to quana measure
rea can bphenomena super A004), matestudies ar(2009a) p
iveness ofg the efficieefficient k ch on the
rtificial reef
en, these u), as also sof ARs. Thuth Korea, ach unit or placement
ent modelsodel. Howeot exactly free fall (doestablishe
ifying theibe regardtitatively dfor the gro
be classifnon cause
AR (Kim aerial exchare all concproposed f a unit-Aent usableand year
e shape a
f groups
units can shown in e size of ARs are group is models.
s. Among ever, the possible
ownward ed by the r fishing ed as an efine the
ound.
fied into: ed by an nd Pyun
ange rate centrated a facility
AR. They e volume r (Yr) of and flow
In dimensioquantitainto thremodel isshape. Tform likemaximizupper labased fithe flowcomponthe wakcube typ
2. MATE
Thwill incrcommittbeen poAR1 is Hence, AR1 waAR1 hasfeeding.migrator
A 2009a). AR1 shothree pla
the study,onal placetively eval
ee types - s distributiThe rectane a mountzing the nuayer. Seconite volum
w characterent. Finally
ke and upwpe because
ERIALS A
here are 72rease in tee. Among
opular becmade fromits appare
as estimates been ins When inry fish beca
unit-AR shAs noted,
ould be insacement m
the flow cements ofluated. Fohexahedron of ARs
ngular plactain chain.umber of Aond, nume
me method ristics wery, the wakwelling rege it is one o
ND METH
2 general Ahe near fg these, a
cause of itsm concretent volume ed 139,413stalled on stalling a ause it has
Fig. 2 A
hould be inAR1 has t
stalled as models, as
characterisf unit ARr the purpon, rectans from thecement mo. The pyraARs at theerical flow (FVM) to o
re quantifieke and upwgions. It shof popular
ODS
ARs in Korfuture throa cube typs simpler e and reinfis 8m3 an
3ha (69% the Koreaunit-AR,
s a high po
AR1 (cube
nstalled witthe apparea unit-AR.shown in
stics (wakeRs relevanpose, the sngular, ande bottom laodel is simamid placee bottom la
analyses obtain flowed throughwelling flowhould be nARs used
rea. The nuough the e reef (heshape, beforcing bad weight isof all ARs
a's coast toAR1 is su
orosity.
e type AR)
th usable ent volume Keep theFig. 3. The
e region annt to the shapes of d pyramid. ayer to the
milar to the ement modayer and m
were carw characterh the finitew volumesnoted here in South K
umber hasapproval b
ereafter ARetter workaars with itss 3.4-ton.
s), from 19o enhanceuitable for
used in th
volume of of 8m3, an size and ey are hex
nd upwellinminimum
the unit-AThe hexa
e upper layhexahedro
del is distrminimizing ried out u
ristics aroue volume o
were estim that the tKorea.
been increby the ce
R1), as shoability, and dimensioThe total i
971 to 201e fish spaw
fisheries
e study
800m3 annd accordinnumber, th
xahedron (
ng region) m size 800ARs were cahedron plyer with a
ron but it isribution ofthe numb
using the und the uniof a particmated to ctarget AR
reased; theentral artifiown in Fig
d inexpenson of 2 × 2
nstalled a3, in Sout
wning, growand prote
nd more (Kngly at leahis study p(Hexa), rec
of three-0m3 are classified acement
a uniform s a long-f ARs by er at the element-ts. Third, ular flow construct unit is a
e number cial reef
g. 2, has sive cost. 2 × 2m3. mount of h Korea. wth, and ection of
Kim et al. st 100 of proposes ctangular
(Rect) amodel, whaving tarranged
Fig.
MoequationdynamicCFX wanumericairplane2014b, Wequationmeshed
and pyramwhich is arthe arrangd by 7 × 7,
3 Three-di
omentum, n. The eqcs (CFD) sas used tcal schemes, automoWoo and Nns as alge geometry
mid (Pyra),rranged byement of , 5 × 5, 4 ×
mensional(re
heat and quation cashould be uto facilitatee has beebiles, subsNa 2014, Wbraic equa
y, similar to
respectivy 5 × 5 × 410 × 2 ×
× 4, 3 × 3, a
l placemenctangular)
material trannot be used to gee the elemen efficiensea pipelinWoo et al. ations; heno the finite
vely. Fig. 3. Fig. 3b s5. Fig. 3cand 1 × 1 o
nt of unit-A, and (c) P
ransfer cananalytical
et an approment-basent in varioes, and ar2015). Th
nce, valuesdifference
3a shows hows the rshows the
on each la
ARs (a) HexPyra (pyram
n be formuly solved.oximate soed finite vous enginertificial reefis method s are evalumethod or
the hexarectangulae pyramid yer.
xa (hexahemid)
ulated with . Thus, colution. In tolume meeering appfs (Kim et arepresents
uated at dir finite elem
ahedron plar placeme
placemen
edron), (b)
the Naviecomputatiothe study, ethod (FVplications al. 2014a, s partial discrete plament meth
acement nt model
nt model,
Rect
er-Stokes nal fluid ANSYS-M). This such as Kim et al. fferential ces on a od. Here,
'finite vomesh.
ANregion othem iteover thesoftware
In construcproblemshown iheight Hdimensio
olume' refe
NSYS-CFXof interest eratively ove domain e descriptio
general, fcting a flow
m-dependenn Fig. 4. I
H. Also, theons were s
ers to the
X utilizes thinto sub-r
ver each sis approximons can be
flow analysw domain nt. Howevn the figur
e target ARselected as
Fig.
Tab
AR1
Hexa unit-Rect unit-Pyra unit-
small con
he elemenregions anub-region. mately ach
e found in t
sis, using (Woo et aer, in genre, the sizR located as Table 1,
4 Bounda
ble 1 Dime
B
-AR -AR -AR
ntrol volum
nt-based finnd discreti
Thus, thehieved. Ththe literatu
CFD or ital. 2014). Tneral, a pae is charaat the centby conside
ary conditio
ensions of e
B (m)
20
40 40 40
me surroun
nite volumzes the g
e value of ehe fundamres (ANSY
ts softwareThe shapearallepiped acterized bter of the bering the s
ons of flow
each flow f
L (m)
20
60 50 50
nding each
e method,overning eeach varia
mental concYS Inc. 200
e packagee and size
is used fy the widt
bottom faceize of AR1
field
field
H (m)
10
15 15 15
h nodal po
, which divequations
able at nodcepts and 09).
e, is carrieof the dom
for the domth B, lengte. In the s and each
oint on a
vides the to solve
dal points detailed
d out by main are main, as th L, and tudy, the unit.
Asoutlet badditionis ‘0’ at the velomethod extracts zero velvelocity model wthe numincomprthe turbufinite vocontrolle
3. RESU
It ithe wak(recirculAR1 is sPyra areare 48.1Thus, Hrecirculashows th
s shown inoundary a, the bottothe wall. H
ocity at theuses the the avera
ocity. In thprofiles. I
was modellmerical anressible, visulence molume has
ed by limiti
ULTS
is found thke volume ating) direshown in Fe 140.0, 11 (Hexa), 4
Hexa is a ating flow vhe mean fl
Fig. 5 W
n Fig. 4, thabsorbs thom boundaHowever, de bottom correspond
age velocithis study, thIn additioned to consalyses, thscous, anddel is k-ε mthe shapeng the leng
hat the wais about –
ection withFig. 5. Con19.7, and
41.1 (Rect)better ch
velocity is ow velocit
Wake volum
he inlet bohe flow frory conditiodependingcannot beding controty; hence, he conservn, in the mstruct fine he followind Newtoniamodel. Foue of cube wgth of each
ke volume–0.33m s-1
respect tnsider the 88.4m3, re), and 30.4hoice in t–0.21 (Heies and wa
me of AR1 (
oundary prom the doon is a no-sg on the wae vanishedol volume no-slip wa
vative methmodeling pmeshes an
ng hypothean. Secondurth, the dewith 8 nodh side, up t
e of AR1 is. Here, th
to the maiunit-ARs,
espectively4 (Pyra) timterms of texa), –0.41ake volume
(a) iso-view
rovides a omain by slip wall, way to calcu
d. In the oincluding
all boundahod was uprocess, ond save a eses wered, the wateesign watees, and thto 0.2m.
s 2.91m3 (e negativen flow direthe wake
y, as showmes the corthe wake 1 (Rect), oes of AR1
w, (b) side-
flow to theassigning
which meanulate the v
other handa node at
ary conditiosed to inve
only half ocomputatio
e made. Fer temperar velocity is
he maximu
Vw). The ae sign indicection. Thvolumes on in Figs. rrespondinvolume s
or –0.23m and each u
-view, (c) p
e domain, zero pres
ns that thevelocity at d, the cons
the bottomon may noestigate thof each plonal time. First, the ature is 25℃s 2m/s. Fin
um size of
average vecates the e wake voof Hexa, R6, 7, and 8
ng AR volusize. The s-1 (Pyra).unit-AR.
plan-view
and the ssure. In e velocity the wall, servative m, and it ot assign e bottom acement Through water is
℃. Third, nally, the a grid is
elocity of opposite olume of
Rect, and 8. These
ume (Vw). average Table 2
Fig
Fig
Fig
g. 6 Wake v
g. 7 Wake
g. 8 Wake
volume of
volume of
volume of
Hexa unit-
Rect unit-
Pyra unit-
-AR (a) iso
-AR (a) iso
-AR (a) iso
o-view, (b)
-view, (b) s
-view, (b) s
side-view,
side-view,
side-view,
(c) plan-v
(c) plan-vi
(c) plan-vi
iew
iew
iew
Table 2 Wake regions of AR1 and unit-ARs
AR1
Hexa unit-AR
Rect unit-AR
Pyra unit-AR
Wake region
Volume (m3) 2.9 (Vw)140
(48.1Vw) 119.7
(41.1Vw) 88.4
(30.4Vw)
Ave. velocity (m/s) -0.33 -0.21 -0.41 -0.23
Table 3 Upwelling region of AR1 and unit-ARs
AR1
Hexa unit-AR
Rect unit-AR
Pyra unit-AR
Upwelling region
Volume (m3) 24.9 (Vu)
1276.7 (60.3Vu)
1969.5 (93.0Vu)
1574.6 (74.4Vu)
Ave. velocity (m/s) 0.22 0.25 0.29 0.24
In addition, the wake regions of the placement models were characterized by their horizontal profiles to investigate the planar distributions. The results show that Pyra has a unique characteristic showing that 77.04% of the wake volume concentrates on a sub-region near the seabed, which is beneficial to demersal fish.
Similarly, it is found that the upwelling volume in AR1 was 24.9m3 (Vu, the upwelling volume of AR1) and the average velocity was 0.22m/s. In addition, it is found that the upwelling volumes of Hexa, Rect, and Pyra unit-ARs were 1276.7, 1969.5, 1574.6m3, respectively. Each upwelling volume is 60.3, 93.0, or 74.4 times the corresponding the upwelling volume of AR1 i.e., Vu. The average upwelling velocity is 0.25 (Hexa), 0.29 (Rect), or 0.24m/s (Pyra). The results are shown in Table 3.
4. CONCLUSIONS
In this study, in order to quantitatively evaluate flow characteristics (wake region and upwelling region) of unit ARs, three 3-D placement models (Hexa, Rect, and Pyra) were investigated. The element-based finite volume method was used for numerical flow analyses, by facilitating ANSYS-CFX, a general purpose CFD software package. From the flow analyses, the following conclusions were found.
First, the AR1 has the wake region quantified by the wake volume (Vw) of 2.9m3. In addition, the units have the wake volumes of 140 (Hexa), 119.7 (Rect), and 88.4m3 (Pyra), which are 48.1, 41.1, and 30.4 times the reference wake volume (Vw). This result shows that Hexa has the most desirable in terms of the size of wake volume, followed by Rect. In terms of the average recirculating flow velocity, it is found the
sequence: Rect (0.41m/s), Pyra (0.23m/s), and Hexa (0.21m/s). Thus, considering the quality of recirculating zone or wake region (a so-called tranquility), Hexa has a better quality. However, it should be noted here that the average counter velocity (0.41m/s, the highest average among three placement models) of Rect is about 20% of the inlet velocity (2m/s); hence, the tranquility of the corresponding wake region is likely secured. From the observations above, it is shown that each placement model has different wake volume up to 58%. In overall, Hexa unit-AR is the most advantageous based on wake volume. In addition, the wake regions of the placement models were characterized by their horizontal profiles to investigate the planar distributions. The results show that Pyra has a unique characteristic showing that 77.04% of the wake volume concentrates on a sub-region near the seabed, which is beneficial to demersal fish.
Second, the AR1 has the upwelling region quantified by the upwelling volume (Vu) of 24.9m3. In addition, the units have the upwelling volumes of 1969.5 (Rect), 1574.6 (Pyra), and 1276.7m3 (Hexa), which are 93.0, 74.4, and 60.3 times the reference upwelling volume (Vu). This result shows that Rect has the most desirable in terms of the size of upwelling volume, followed by Hexa. In terms of the average upwelling flow velocity, it is found the sequence: Rect (0.29m/s), Hexa (0.25m/s), and Pyra (0.24m/s). Thus, considering the quality of upwelling zone (a so-called tranquility), there is no considerable difference. It should be noted here that the upwelling region is defined by 5% of and more than the inlet velocity (2m/s). Thus, the average velocities are between 5% and 14.5% of the reference velocity. From the observations above, it is shown that each placement model has different upwelling volume up to 54%. In overall, Rect unit-AR is the most advantageous based on upwelling volume.
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