scieee Open visual document viewer

Measurement of the airflow velocity upstream and downstream a wire mesh using constant temperature anemometry

Lízal, František; Tuhovčák, Ján; Jícha, Miroslav

Abstract

Measurement of velocity upstream and downstream a special wire mesh was performed to ascertain the effect of the mesh on the flow. The mesh consisted of two components, a basic rectangular mesh with mesh width 1.22 mm and wire diameter 0.2 mm, and a top steel wool with random position of wires and wire diameter 0.05 mm. The velocity was measured by Constant Temperature Anemometry using single wire probe in a Plexiglas channel of rectangular cross-section. As a first step, measurement of one horizontal and one vertical measuring line was performed 10 mm upstream and 6 mm downstream the wire mesh. A spatial velocity profile upstream of the wire mesh was smooth, while the downstream velocity profile was highly disturbed. However, velocity fluctuations expressed in terms of turbulence intensity downstream of the wire mesh were attenuated down to 1%. Further measurements of the area downstream the wire mesh will be performed to describe the development of the flow.

Full text

a Co esponding au ho : uho cak@ me. u b .cz Measu emen o he ai low eloci y ups eam and downs eam a wi e mesh using cons an empe a u e anemome y F an isek Lizal1, Jan Tuho cak1,a and Mi osla Jicha1 1B no Uni e si y o Technology, Facul y o Mechanical Enginee ing, Ene gy Ins i u e, Technicka 2896/2 B no 616 69, Czech Republic Abs ac . Measu emen o eloci y ups eam and downs eam a special wi e mesh was pe o med o asce ain he e ec o he mesh on he low. The mesh consis ed o wo componen s, a basic ec angula mesh wi h mesh wid h 1.22 mm and wi e diame e 0.2 mm, and a op s eel wool wi h andom posi ion o wi es and wi e diame e 0.05 mm. The eloci y was measu ed by Cons an Tempe a u e Anemome y using single wi e p obe in a Plexiglas channel o ec angula c oss-sec ion. As a i s s ep, measu emen o one ho izon al and one e ical measu ing line was pe o med 10 mm ups eam and 6 mm downs eam he wi e mesh. A spa ial eloci y p o ile ups eam o he wi e mesh was smoo h, while he downs eam eloci y p o ile was highly dis u bed. Howe e , eloci y luc ua ions exp essed in e ms o u bulence in ensi y downs eam o he wi e mesh we e a enua ed down o 1%. Fu he measu emen s o he a ea downs eam he wi e mesh will be pe o med o desc ibe he de elopmen o he low. 1 In oduc ion Wi e meshes a e commonly used o modi y he low condi ions, o en o emo e pa icles om he low o o adjus he le el o eloci y luc ua ions. They a e applied as pa s o deposi ion de ices [1] o as gas bu ne s [2]. The mos de ailed a en ion was howe e de o ed o wi e meshes used o gene a ion o educ ion o u bulence in wind unnels. The i s s udies on he use o wi e meshes o adjus men o low in wind unnels da es back o 1930s, bu he esea ch con inues un il nowadays [3]. Acco ding o Co sin [4] h ee condi ions ha e o be sa is ied o achie e homogenous u bulen low ield in he wake o a mesh. Fi s , he po osi y, ȕ, which is de ined as a a io o open o o al a ea o a mesh in a plana p ojec ion, should be la ge enough o p e en coalescing je s and la ge-scale ins abili y downs eam o he mesh. Co sin sugges ed he exis ence o a ce ain c i ical po osi y alue abo e which uns able je coalescence does no occu . The alue o c i ical po osi y was hen in es iga ed by many esea che s and hey p oposed c i ical po osi ies alues be ween 54 % and 63 % [5]. Second, he heigh o a low channel should be much la ge han he leng h scale o he ene gy-con aining eddies, which is o he same o de as he mesh size. The mesh wid h, M, is de ined as a dis ance be ween cen e s o wo adjacen wi es. The second condi ion ensu es ha he e ec o walls on he low will be minimal. Thi d, he measu emen s should be aken a leas 40 mesh sizes downs eam o he mesh, since only a e his dis ance he u bulence becomes homogenous. As ollows om p e ious discussion, he cha ac e is ic ea u es o a mesh a e i s wid h, M, diame e o wi e, d, and po osi y, ȕ. (1) Also i s coun e pa , i.e. he solidi y, ı, which is gi en as 1− ȕ, is o en used. Cu en s udy was pe o med on a wi e mesh wi h mo e complica ed s uc u e han he meshes used in wind unnels. The cu en mesh is being used o an indus ial applica ion, whe e he low ield immedia ely downs eam is signi ican . Da a p esen ed he e a e esul o he i s p elimina y measu emen and will be supplemen ed in nea u u e wi h mo e de ailed measu emen in mul iple downs eam posi ions. The mesh consis s o a basic ec angula mesh wi h Mb = 1.22 mm and db = 0.2 mm and a op s eel wool wi h andom posi ion o wi es and d = 0.05 mm. Ra io o he olume o he pu e s eel calcula ed om weigh and he ou e olume o he mesh is 0.1. This alue can be conside ed as he olume po osi y. Howe e , po osi y ȕ in plana p ojec ion is inhomogeneous due o andom posi ion o op s eel wool wi es and can be assessed by alues 10 % o 20 %. I means ha je s eme ging om he mesh a e coalescing and c ea e la ge-scale ins abili ies. Mesh Reynolds numbe can be calcula ed as This is an Open Access a icle dis ibu ed unde he e ms o he C ea i e Commons A ibu ion License 2.0, which pe mi s un es ic ed use, dis ibu ion, and ep oduc ion in any medium, p o ided he o iginal wo k is p ope ly ci ed. DOI: 10.1051/ C Owned by he au ho s, published by EDP Sciences, 2014 , 02068 (2014) /201 67 epjcon EPJ Web o Con e ences 46702068 A icle a ailable a h p://www.epj-con e ences.o g o h p://dx.doi.o g/10.1051/epjcon /20146702068 ReM = U.M/Ȟ, whe e U is he mean eloci y, M is he mesh wid h and Ȟ is he kinema ic iscosi y [5]. The ac ha a wi e mesh ei he gene a es o damps u bulence depends on a alue o Reynolds numbe . Unde a c i ical alue o Re = 40 iscosi y helps o damp eddies as hey pass h ough he sc een, whe eas o e his alue o ices a e gene a ed by he mesh [3]. In ou case mesh Reynolds numbe ReM = 7 means ha he mesh should supp ess he u bulence. I is wo h no ing ha he abo e men ioned heo e ical assump ions a e alid o simple o mul i- scale [6] g ids, howe e , hei alidi y o cu en mesh wi h op s eel wool should be e i ied. 2 Desc ip ion o a es bench The main pa o a es bench is a anspa en Plexiglas channel o med om 2 sec ions. The i s , inpu sec ion, has in e nal dimensions 1000 x 200 x 60 mm, he second, ou pu sec ion, has in e nal dimensions 500 x 200 x 60 mm. The wi e mesh was as ened be ween he wo sec ions and sealed by plas ic sealan Lukop en T 1990. Fou en ance holes o CTA p obe we e d illed in o he channel. Two on he uppe su ace, ups eam and downs eam he wi e mesh, and wo on he side, again ups eam and downs eam he wi e mesh app oxima ely 10 mm dis an om he mesh. The es bench was ho izon ally aligned using wa e -le el. A scheme o he es bench is in Figu e 1. Figu e 1. A scheme o he es bench. The ai low was induced by a an which was egula ed using ol age ans o me . A educing shee adap e was used o conduc he low om he ci cula c oss-sec ion o he ec angula c oss-sec ion o he channel. The angle o expansion o he adap e was 4° o p e en low de achmen . Honeycomb low s aigh ene was placed a he en ance c oss-sec ion o he channel o ensu e homogenous low. Uni o mi y o he low was e i ied using a smoke isualiza ion (Figu e 2). The low came o he wi e mesh om he side o he basic ec angula mesh, which co esponded o ac ual posi ion in he eal applica ion. Figu e 2. Smoke isualiza ion o he low ups eam he mesh. 3 Me hodology The measu emen was pe o med by he igh angle CTA p obe 55P04. I has pla inum-pla ed ungs en wi e wi h diame e o 5 µm, whose o e all leng h is 3 mm, howe e he sensi i e wi e leng h is 1.25 mm. The senso possesses high low sensi i i y and wide equency esponse bu ea u es conside ably low p ong- o-senso in luence due o i s gold-pla ed wi e ends. Calib a ion o he CTA p obe was pe o med be o e each measu emen using s anda d Dan ec calib a ion uni 54H01. A p essu e d op on he calib a o nozzle was measu ed using p essu e measu ing calib a ion de ice Ai low KAL 84. Calib a ion was pe o med o eloci ies in a ange o 0.4 m/s o 6 m/s. Sampling equency du ing measu emen was 11 kHz and 32768 samples we e measu ed in each measu ing poin . Mean eloci y was hen calcula ed om all 32768 samples and u bulence in ensi y Tu = u ms/Um was calcula ed om he oo mean squa e alue o eloci y u ms di ided by he mean eloci y Um. Measu emen was pe o med in ou measu ing lines (one ho izon al line ups eam he wi e mesh, one ho izon al line downs eam he mesh, one e ical line ups eam and one e ical line downs eam he wi e mesh). Posi ion o he p obe du ing measu emen o ho izon al line ups eam he mesh is p esen ed a Figu e 3. The sensing elemen o he p obe was 10 mm dis an om he mesh du ing he measu emen s ups eam he mesh and 6 mm dis an om he mesh du ing he measu emen s downs eam he mesh. Figu e 3. Posi ion o he p obe du ing measu emen o ho izon al line ups eam he mesh. Posi ioning o he wi e was pe o med using one- dimensional manual a e sing de ice. Resolu ion o he de ice is 0.1 mm. The o igin o he coo dina e sys em was always se 1 mm om he side wall o he channel using a g aph pape . A p obe suppo holde was aligned ho izon ally o e ically using wa e -le el. A diame e o he p obe suppo is app oxima ely 2 mm, while he diame e o p obe suppo holde is 4 mm. Because he seal o he en ance hole i ed igh ly o he suppo holde , bu no o he p obe suppo , i was necessa y o es ic a e se ange o p e en he p obe suppo un o he hole in o de o a oid ai leakage a ound he p obe suppo and de o ma ion o he low ield. The e o e he ho izon al EPJ Web o Con e ences 02068-p.2 measu ing lines co e ed 180 mm o he o al 200 mm wid h o he channel and he e ical lines co e ed 40 mm o he o al 60 mm o he channel heigh . The dis ance be ween measu ing poin s in a measu ing line was 1 mm o bo h ho izon al and e ical lines, i.e. ho izon al lines ha e 180 measu ing poin s and e ical lines ha e 40 measu ing poin s. The o al low a e h ough he wi e mesh was 14.16 Li e /min, which co esponds o a e age eloci y 1.18 m/s. The low a e was con olled using labo a o y ol age ans o me which p o ided powe o he an. 4 Resul s The measu emen o ho izon al lines ups eam he wi e mesh was pe o med h ee imes o e alua e s a is ical measu es o unce ain y. The second epe i ion was pe o med in condi ions o epea abili y; he hi d epe i ion was pe o med in condi ions o ep oducibili y - a e a lapse o ime, a e a new calib a ion o CTA p obe, new se up o en ila o , wi h new ope a o o he a e sing de ice and a new posi ioning o he a e sing de ice. No signi ican di e ences we e ound among he measu emen s. Coe icien o a ia ion (CV) was calcula ed om he h ee measu emen s wi h esul ing a e age CV = 1.88 %. Figu e 4. A compa ison o eloci y p o ile immedia ely ups eam and downs eam he wi e mesh in a ho izon al measu ing line. The measu emen o ho izon al line downs eam he wi e mesh was pe o med wice o e i y he accu acy o posi ioning o he CTA p obe and also o e i y s abili y o he measu ed eloci y p o ile. The eloci y p o ile downs eam he wi e mesh was highly nonuni o m wi h sudden changes in eloci y along he measu ed line. I is a esul o a low condi ions c ea ed by he wi e mesh. The measu emen e ealed se ies o high- eloci y je s behind ou le s o mini-channels c ea ed by wi es o he op s eel wool and wakes behind clus e s o wi es. The wo measu emen s o eloci y p o ile ga e iden ical esul s; a e age di e ence be ween he wo measu emen s in measu ed poin s was 0.28 % o he mean eloci y. Compa ison o eloci y p o iles ups eam and downs eam he wi e mesh is p esen ed in Figu es 4 and 5 o ho izon al and e ical lines, espec i ely. Figu e 5. A compa ison o eloci y p o ile immedia ely ups eam and downs eam he wi e mesh in a e ical measu ing line. Figu e 6. A compa ison o u bulence in ensi y p o ile immedia ely ups eam and downs eam he wi e mesh in a ho izon al measu ing line. Figu e 7. A compa ison o u bulence in ensi y p o ile immedia ely ups eam and downs eam he wi e mesh in a e ical measu ing line. Tu bulence in ensi ies e alua ed om measu emen s o ho izon al and e ical lines ups eam and downs eam EFM 2013 02068-p.3 he wi e mesh a e p esen ed in Figu es 6 and 7. I is appa en ha he u bulence in ensi y dec eases downs eam he wi e mesh as a esul o inc ease o local mean eloci y in he je s. Fo all he abo e men ioned cha s he abscissa ep esen s X o Z coo dina es, whe e he coo dina e X o Z = 0 deno es he posi ion 1 mm dis an om he channel wall. The o igin o e ical axis is a he bo om o he channel, while he o igin o he ho izon al line is on he le side o he channel in he low di ec ion. 5 Discussion The p esen ed da a a e only he p e ace o he measu emen o he in luence o he wi e mesh wi h op s eel wool on he low ield. The a en ion will be now ocused on he ene gy decay downs eam he wi e mesh. Classical heo ies o g id u bulence sugges ollowing o mula o calcula ion o ene gy decay: (2) Whe e, a, is a cons an ha depends on a me hod o u bulence gene a ion, n, is a cons an which depends on a ype o u bulence, x0, is he loca ion o he i ual o igin and, l0, is some cha ac e is ic leng h scale, usually he mesh wid h. Howe e , he exp ession is alid only i he low is homogeneous and close o iso opic. I means ha he o mula can be used only in he a ield downs eam he mesh. K ogs ad [7] measu ed ene gy decay in bo h nea and a ield using classical and mul i-scale g ids and he sugges s ollowing exp ession: (3) Whe e xpeak is a dis ance whe e (u ms/Um)2 eaches i s maximal alue. Howe e he low ield downs eam he wi e mesh wi h op s eel wool is expec ed o be signi ican ly di e en and hence he ene gy decay may ollow di e en exp ession. The ollowing measu emen will be pe o med using X-p obe, i means wo componen s o eloci y will be measu ed simul aneously. Also au oma ic a e sing de ice will be used o allow o posi ioning o he p obe in o de o measu e he ene gy decay. Howe e , as no iced by K ogs ad [7], high a en ion should be de o ed o ho wi e anemome y measu emen in he nea ield as nega i e eloci ies may appea in a dis ance up o en imes he mesh wid h om he mesh, which could lead o signi ican measu emen e o . Lase Dopple Anemome y can be used o compa ison, as wo componen sys em is a ailable in he labo a o y. Also he p essu e d op on he wi e mesh will be measu ed, as his was iden i ied as an impo an pa ame e o he p ac ical applica ion. 6 Summa y A i s measu emen o wo-componen special wi e mesh was pe o med o in es iga e he eloci y ield immedia ely ups eam and downs eam he mesh. The low h ough he mesh is di e en om mos cases published in li e a u e, as mos measu emen s we e pe o med using single laye g ids ei he wi h simple ec angula g id o wi h mul i-scale g ids. The po osi y o cu en g id is low and he e o e coalescing je s occu downs eam he mesh. Cons an Tempe a u e Anemome y measu emen e ealed highly dis u bed eloci y p o ile downs eam he mesh, whe eas u bulence in ensi y dec eased due o he inc ease in local mean eloci y. Following measu emen will be ocused on he ene gy decay downs eam he mesh in o de o e i y applicabili y o exp essions de i ed o single laye g ids. Acknowledgemen This wo k was suppo ed by he p ojec FSI-S-11-6. F an isek Lizal was suppo ed by he p ojec CZ.1.07/2.3.00/30.0039 o B no Uni e si y o Technology. The au ho s acknowledge also inancial suppo om Ope a ional P og amme “Resea ch and De elopmen o Inno a ions” – “NETME Cen e – New Technologies o Mechanical Enginee ing” Reg. No. CZ.1.05/2.1.00/01.0002. The au ho s a e g a e ul o Jakub Elcne and Milosla Belka o a echnical assis ance. Re e ences 1 Y. S. Mayya, R. Mish a, R. P aji h, B. K. Sap a, and H. S. Kushwaha, Science o he To al En i onmen 409 (2), 378 (2010). 2 O. B. Ramadan, J. E. D. Gau hie , P. M. Hughes, and R. B andon, Jou nal o Enginee ing o Gas Tu bines and Powe -T ansac ions o he Asme 131 (6) (2009). 3 T. Ku ian and J. H. M. F ansson, Fluid Dynamics Resea ch 41 (2) (2009). 4 S. Co sin, Tu bulence: Expe imen al Me hods. (Sp inge , 1963). 5 O. E unc, N. Oezyilmaz, H. Lienha , F. Du s , and K. Be ono , Jou nal o Fluid Mechanics 654, 473 (2010). 6 P. A. K ogs ad and P. A. Da idson, Jou nal o Fluid Mechanics 680, 417 (2011). 7 P.-A. K ogs ad, In e na ional Jou nal o Hea and Fluid Flow 35, 102 (2012). EPJ Web o Con e ences 02068-p.4