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Design optimisation of perforated solar façades in order to balance daylighting with thermal performance

Chi, Doris A.; Moreno-Rangel, David; Navarro Casas, Jaime

Abstract

On fully-glazed building façades perforated solar screens (PSS) are often used as an outer skin in order to reduce energy consumption and to solve issues such as visual appearance. However, not only must PSS control solar radiation but they must also provide adequate daylight levels, thus requiring a balanced solution. Currently, daylighting simulation software enables us to perform efficient daylight analysis of spaces with PSS. Notwithstanding this, current energy simulation software such as EnergyPlus cannot deal well with such geometry directly, making the thermal evaluation of PSS an infeasible task. This paper presents a methodology for achieving an integrated analysis of daylighting and energy consumption of spaces with PSS during the design stage. Such methodology provides daylight analysis through DIVA, and thermal analysis through EnergyPlus via DIVA/Grasshopper/Archsim. The aim is to optimise the dual performance of a balanced PSS solution through controlling its perforation percentage, matrix and shape, by using the orthogonal arrays (DOA) statistical method. DOA method is efficient in reducing the number of simulations derived from the combination of the aforementioned variables, and in identifying the optimal PSS configuration. In comparison to a non-optimised façade located in Seville, Spain, the predicted optimal PSS achieved a 50% increase in the actual daylit area and a 55% reduction in the total energy demand.

Full text

ARQUITECTURA, PATRIMONIO Y SOSTENIBILIDAD: ACÚSTICA, ILUMINACIÓN, ÓPTICA Y ENERGÍA ARCHITECTURE, HERITAGE AND SUSTAINABILITY: ACOUSTICS, LIGHTING, OPTICS AND ENERGY TEP 130 h ps://g upo.us.es/g upo ep130/es/ Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance Do is A. Chi, Da id Mo eno, and Jaime Na a o This is an Accep ed Manusc ip o an a icle published by Else ie : Building and En i onmen , Volume 125, 2017, Pages 383-400 ISSN 03060-1323 h p://dx.doi.o g/10.1016/j.builden .2017.09.007 Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 2 Au ho s’ names and a ilia ions: Do is A. Chi, Da id Mo eno, and Jaime Na a o Ins i u o Uni e si a io de A qui ec u a y Ciencias de la Cons ucción, Uni e sidad de Se illa, Spain Co esponding au ho : Do is A. Chi, Ins i u o Uni e si a io de A qui ec u a y Ciencias de la Cons ucción, Uni e sidad de Se illa, Spain Email: abig[email p o ec ed]om Abs ac On ully-glazed building açades pe o a ed sola sc eens (PSS) a e o en used as an ou e skin in o de o educe ene gy consump ion and o sol e issues such as isual appea ance. Howe e , no only mus PSS con ol sola adia ion bu hey mus also p o ide adequa e dayligh le els, hus equi ing a balanced solu ion. Cu en ly, dayligh ing simula ion so wa e enables us o pe o m e icien dayligh analysis o spaces wi h PSS. No wi hs anding his, cu en ene gy simula ion so wa e such as Ene gyPlus canno deal well wi h such geome y di ec ly, making he he mal e alua ion o PSS an in easible ask. This pape p esen s a me hodology o achie ing an in eg a ed analysis o dayligh ing and ene gy consump ion o spaces wi h PSS du ing he design s age. Such me hodology p o ides dayligh analysis h ough DIVA, and he mal analysis h ough Ene gyPlus ia DIVA/G asshoppe /A chsim. The aim is o op imise he dual pe o mance o a balanced PSS solu ion h ough con olling i s pe o a ion pe cen age, ma ix and shape, by using he o hogonal a ays (DOA) s a is ical me hod. DOA me hod is e icien in educing he numbe o simula ions de i ed om he combina ion o he a o emen ioned a iables, and in iden i ying he op imal PSS con igu a ion. In compa ison o a non-op imised açade loca ed in Se ille, Spain, he p edic ed op imal PSS achie ed a 50% inc ease in he ac ual dayli a ea and a 55% educ ion in he o al ene gy demand. Keywo ds: dayligh a ailabili y; ene gy consump ion; op imal design; o hogonal a ays; pe o a ed sola sc eens; simula ion ools. 1. In oduc ion The building en elope plays an impo an ole in con olling and/o admi ing he a ious elemen s o he ex e nal en i onmen . The building en elope can achie e abou 80% o an en i onmen al solu ion, c ea ing an e icien building ha in e ac s wi h i s su ounding en i onmen [1]. P esen conce ns wi h ene gy conse a ion ha e induced ex ensi e s udies ega ding he açade’s pe o mance wi h he en i onmen . The e a e nume ous examples o buildings which ha e igno ed hei clima ic condi ions by ex ending he use o highly glazed açades in o de o hem o be ai y, ligh and anspa en . Howe e , as he e is a isk o high ene gy demand in o de o main ain indoo he mal com o [2] hei ene gy e iciency has come in o ques ion. Sola shading has, he e o e, been an impo an s ep in ene gy sa ing con ol o buildings. Shading a ec s he ene gy use o ligh ing, hea ing and cooling; i also educes yea ly sola gains Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 3 o igina ing om sola adia ion, as well as modi ying he mal exchanges h ough he glazed building en elope and, mo eo e , i in luences dayligh le els wi hin a building [3]. Pe o a ed sola sc eens (PSS) a e a ype o shading de ice ha ha e gained popula i y wi h he shi om adi ional o mode n a chi ec u al s yles [4,5]. Gene ally, PSS a e la , opaque, pe o a ed panels o ming a double skin o ully-glazed building açades. The o ganisa ion o hei pe o a ions il e s ou di ec inciden sunligh , which is p e en ed om di ec ly pene a ing in o spaces while s ill allowing use s o iew he ex e io . The opaque pa s o he sc een e lec sunligh and ac as sola con ol sys ems [6,7]. Fo example, Figu e 1 illus a es a açade wi h a PSS. Figu e 1. Rende ing o a PSS example. 1.1 The issue o applying he building pe o mance simula ion ools Se e al wo ks ha e been de o ed o he s udy o he he mal e ec s o ixed shading sys ems, such as lou es, o e hangs and e ical ins [8,9] using Ene gyPlus, TRNSYS and EES so wa e o ene gy simula ions [3]. A ew wo ks ha e e iewed he impac o pe o a ed sc eens on educing ai condi ioning and o e hea ing, bu hese we e de eloped o dese clima es and o s udying single design a iables such as pe o a ion ange [10,11]. The impac o pe o a ed açades on dayligh ing has, appa en ly, no been widely s udied. The e a e ew de ailed s udies ega ding hei e ec s on indoo illuminances by means o measu emen s on scale models [6,12,13] and compu e simula ions wi h Daysim and DIVA so wa e [1,14,15]. Fu he mo e, hese wo ks add essed single design a iables, such as shape [1,16], pe o a ion a e and o ien a ion [14] independen ly o each o he . A limi ed numbe o s udies ha e add essed he balance be ween p o iding dayligh and educing sola gains de i ed om using sola con ol sys ems. Only a ew ele an e e ences exis [17,18]. This lack o s udies add essing he in eg a ion o he dayligh ing and ene gy pe o mances o PSS is due o he ac ha such s udies a e complex asks since hese domains in e ac a many le els and simula ion ools usually specialise in one domain only. The combina ion, he e o e, o dayligh and ene gy pe o mance needs o employ di e en so wa e packages in o de o pe o m such de ailed calcula ions. Mo eo e , o ob ain accu a e esul s building en i onmen al pe o mance simula ion ools equi e a conside able amoun o ime and i e a ions. In addi ion, PSS usually p esen complex geome ies, making hem di icul o model in he cu en ene gy pe o mance simula ion ools and hus he design p ocess becomes mo e sophis ica ed [19]. Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 4 Ene gyPlus, o example, is a whole building ene gy simula ion p og am used o model he ene gy consump ion in buildings – o hea ing, cooling, en ila ion, ligh ing and o he loads [20]. This so wa e is well-sui ed o assessing he ene gy pe o mance o con en ional building sys ems o whole buildings, ye i is ques ionable whe he such a ool can desc ibe accu a ely he ene gy ans e phenomena ha occu in complex geome ies [21]. Fu he mo e, Ene gyPlus has shown signi ican sho comings in p edic ing he dayligh a ailable in a space, especially as he dis ance om he açade inc eases [22]. Ene gyPlus u ilizes he spli lux me hod o model he in e io e lec ions o ligh by di iding he luminous lux in o wo componen s; hen, each spli componen is e lec ed by an a e age weigh ed e lec ance o he su aces abo e and below he window [20]. This kind o calcula ion o en esul s in subs an ial inaccu acies ha ha e di ec consequences on elec ic ligh ing use in ensi y [23]. In o de o o e come he simula ion ools’ limi a ions, some au ho s ha e de eloped me hods using ecen ad ances in so wa e and/o in in eg a ing he use o a ious so wa e packages. Lagios, Niemasz and Reinha [24] linked Rhinoce os/G asshoppe o Radiance/Daysim in o de o e alua e key design pa ame e s, such as window size and ma e ial desc ip ions. Azadeh [25] p oposed a p ocess o u ilising dayligh ing and ene gy analysis so wa e o op imising he pe o mance o a sun-shading sc een. To u he unde s and he a ailable dayligh in he es space, a clima e-based me ic was calcula ed in DIVA. In o de o model he e ec o he sc een on he ene gy consump ion, he sc een's hou ly shading coe icien was calcula ed. An elec ic ligh ing schedule o he yea was hen gene a ed and loaded in o Design Builde o he mal simula ions. González and Fio i o [26] in eg a ed pa ame ic design wi h pe o mance simula ion ools. They used Galapagos/G asshoppe o de ine andomly he se o es s and hen used DIVA bo h o calcula e dayligh me ics and o c ea e an a i icial ligh ing schedule. Finally, hey used he DIVA he mal componen o calcula e he ene gy consump ion and CO2 emissions. T ubiano e al. [27] in eg a ed he use o G asshoppe wi h Radiance and Ene gyPlus h ough Ma lab. Adop ing gene ic algo i hms and a single objec i e unc ion, hey de eloped an e olu iona y op imisa ion sc ip o demons a e he possibili y o gene a ing he op imal shape o a iums. Lobacca o e al. [28] applied a simila me hod o op imising he geome y o a building in o de o maximise he en elope’s annual exposu e o sola adia ion. Da id e al. [29] applied he combina ion o dayligh and he mal analysis o assessing sola shade e iciency. In o de o a e he pe o mance o di e en ypologies o ex e nal o e hangs, hey used Radiance and Ene gyPlus o calcula e he shading coe icien , cooling ene gy demand, dayligh au onomy, sun pa ch index and use ul dayligh illuminance. 1.2 The design op imisa ion p oblem The op imisa ion p oblem, ela ed o he design o ex e nal shadings in an o ice building, is linked o he ime equi ed o pe o ming dayligh simula ions. This has been demons a ed o be abou 35 imes longe han ha equi ed o pe o ming a ull he mal dynamic analysis. Consequen ly, he easibili y o conduc ing an op imisa ion p ocess o la ge a eas o complex geome ies is limi ed, especially when ime is a cons ain [26]. Fu he mo e, PSS design equi es a wide a ie y o a iables o be aken in o conside a ion, so a comp ehensi e s udy o possible a iable combina ions equi es a la ge amoun o di e en models, simula ions and ime, some hing which is di icul o manage. Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 5 The Design o Expe imen s using O hogonal A ays (DOA) s a is ical me hod can simpli y he in e ela ed s udy o a la ge numbe o a iables, educing he numbe o expe imen s/simula ions and ob aining he maximum in o ma ion which may be o use in PSS design [30]. The DOA me hod has been used e icien ly in di e en ields o science, con ibu ing alid conclusions and op imising p ocesses [31]. I has been used o op imise building shape design in o de o achie e ene gy sa ings [32] and o educe cons uc ion cos s [33]. I has also been used o op imise some window design pa ame e s aimed a imp o ing dayligh ing and sola con ol [34] and a maximising ene gy sa ings [35]. Chi, e al. [36] p opose a me hodology o applying o hogonal a ays (OA) o op imise he pe o a ion pe cen age, shape, ma ix and o ien a ion o pe o a ed sc eens, educing he numbe o simula ions om 256 o 16 and ob aining he bes combina ion o a iables o imp o ing dayligh ing. 1.3 Aims o cu en esea ch As he ene gy demand o a building is g ea ly in luenced by he le els o dayligh and sola adia ion en e ing h ough he pe o a ions, enhancing dayligh ing and educing sola gains a e impo an conside a ions in PSS design. This pape aims o s udy he simul aneous aking in o accoun o bo h dayligh ing and he mal pe o mance o PSS o achie e he annual o e all balanced solu ion. A wo k low is p oposed o in eg a e he use o dayligh ing and ene gy simula ion packages o cha ac e ise and quan i y he global pe o mance o PSS. As, hese s udies a e o en complex and ime-consuming due o a la ge numbe o simula ions, his app oach uses he DOA me hod o p edic he op imal design de i ed om he combina ion o di e en PSS design a iables such as pe o a ion pe cen age (PP), ma ix (M) and shape (S). The op imised PSS aims o ind he igh balance be ween he dayligh a ailabili y and he educ ion o he o al ene gy consump ion (ligh ing plus hea ing and cooling) o a ypical o ice space in Se ille, Spain. 2. Me hodology The p oposed me hodology consis s o ou main phases. Fi s , he DOA me hod is applied o s udy simul aneously he in e ela ion o he PSS design a iables and o educe he numbe o s udy models. The second s age includes he pa ame e s, pe o mance me ics and so wa e used o dayligh ing e alua ion. The nex phase includes an ene gy consump ion calcula ion p ocess by using di e en compu e p og ams. Finally, a balanced solu ion, whe e he dayligh ing and he mal pe o mance a e conside ed, is iden i ied. The equi ed s eps a e summa ised in Figu e 2 and de eloped in mo e de ail in he case s udy. Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 6 Figu e 2. Wo k low o dayligh ing and ene gy analysis o complex geome ies. Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 7 2.1 Case s udy The op imal PSS con igu a ion o an open-plan o ice space loca ed in Se ille, Spain is in es iga ed. A e e ence model measu ing 7 m × 7 m and 3 m in heigh was modelled by using Rhinoce os so wa e. I is a space ha is sideli h ough a ully-glazed, sou h- acing açade. Table 1 summa izes he model cha ac e is ics and ma e ials ha a e se up acco ding o he s udy domain. Namely, isible e lec ances o dayligh ing calcula ions [37]; sola e lec ances o annual sola adia ion calcula ions [37]; and he mal p ope ies o ene gy simula ions [38]. These alues emain ixed in all simula ions in o de o dismiss hei e ec s on esul s. Table 1. Cha ac e is ics o he in e nal model su aces, PSS and glazing. Wall Visible e lec ance 50% Sola e lec ance 50% Ma e ial Adiaba ic Floo Visible e lec ance 20% Sola e lec ance 20% Ma e ial adiaba ic Ceiling Visible e lec ance 80% Sola e lec ance 80% Ma e ial adiaba ic Glazing Visible ansmi ance 78.1% Sola ansmi ance 60.4% Sola Hea Gain Coe icien (SHGC) 0.703 The mal T ansmi ance (U- alue) 2.785 W/m2K PSS Visible e lec ance 90% Sola e lec ance 90% Ma e ial Whi e Pain inish 2.2 PSS design PSS a e ex e nally moun ed a a dis ance o 0.05 m om he e e ence model’s ully-glazed açade (Figu e 1). The PSS dimensions a e 7 m wide × 3 m high; he hickness is no conside ed. Cha ac e is ics o he PSS ma e ial a e summa ised in Table 1. Th ee design a iables ha a e usually de e mined a he concep ual design s age a e selec ed o cha ac e ise and e alua e he PSS pe o mance: (1) PP: Ra io o he o al su ace o he openings o he opaque su ace. (2) M: Ve ical × ho izon al dis ibu ion o openings on he sc een. The dis ance be ween openings o each ma ix is o 0.25, 0.33, 0.50 and 1.00 m, espec i ely, measu ed om he cen e and e ically and ho izon ally equidis an . (3) S: Fou egula shapes a e p oposed. The di e en -shaped openings ha e he same opening a ea when M and PP a e he same. Figu e 3 shows he le els o each design a iable, oge he wi h hei nomencla u e be ween Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 8 pa en heses which is used o name he PSS de i ed om he combina ion o he a iables. Fo example, a PSS wi h a PP 37.5%, M 9×21 and S ci cula is named 372CS, whe e S is e e ing o he sou h. The e e ence model is e med REF100S, whe e 100 is e e ing o WWR (window- o-wall- a io) 100%. Figu e 3. PSS design a iables. 2.3 O hogonal A ay All combina ions o he ou le els o he ac o s p oduce 64 PSS con igu a ions, ha is o say, 64 compu e simula ions need es ing in di e en compu e p og ams in o de o ob ain a simul aneous e alua ion o dayligh ing and sola gains. This implies an inc ease in he numbe and ime o simula ions which can be di icul o handle in p ac ical si ua ions. The e is a need, he e o e, o p opose an e ec i e s a egy o add essing mul iple pe o mance c i e ia, inding close- o-op imal solu ions in a sho pe iod o ime and wi h he minimum numbe o simula ions. To achie e his, he p esen pape uses he DOA me hod, alida ed in a p e ious s udy [36], in which some PSS design a iables we e analysed in e ms o dayligh ing pe o mance. The DOA me hod selec s a ep esen a i e ac ion o all possible combina ions o ac o s wi h he aim o dis ibu ing he expe imen s uni o mly wi hin he es ange, accu a ely ep esen ing he o e all si ua ion [39]. The ad an ages o he DOA me hod a e ha he numbe o ials needed o comple e he expe imen is ela i ely small and he es esul s can be analysed h ough mean analysis (ANOM) and a iance analysis (ANOVA). The me hod is highly e icien o a anging mul i- ac o expe imen s wi h op imal combina ion le els [40]. In DOA he expe imen selec ion is OA-based, ep esen ed by a ma ix which is exp essed as LN (l)k, whe e L is OA, N he numbe o expe imen s, l he le el o ac o s and k he numbe o ac o s o columns [30]. Many s anda d OAs ha e been abula ed o using DOA [39]. One o hese a ays can be used di ec ly o planning he simula ion cases. I consis o h ee ac o s wi h ou le els each: L16(43). The ac o s cons i u e he PSS design a iables and he le els a e he alues o hese a iables, as summa ised in Table 2. Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 9 Table 2. Fac o s and le els o L16(43). Le els Fac o s 1 (PP) 2 (M) 3 (S) 1 50% 12x28 Ci cula 2 37.5% 9x21 Hexagonal 3 25% 6x14 Quad angula 4 12.5% 3x7 T iangula L16(43) uses only a ac ion o he possible 64 combina ions o he h ee ac o s wi h ou le els each (43=64 uns), educing o 16 he numbe o PSS o be es ed. Table 3 p esen s he 16 PSS con igu a ions, which we e ob ained using a s a is ical analysis p og am [41]. Table 3. Simula ions equi ed in L16(43). Simula ion PSS Fac o s 1 (PP) 2 (M) 3 (S) 1 501CS 1 (50%) 1 (12x28) 1 (Ci cula ) 2 502HS 1 (50%) 2 (9x21) 2 (Hexagonal) 3 503QS 1 (50%) 3 (6x14) 3 (Quad angula ) 4 504TS 1 (50%) 4 (3x7) 4 (T iangula ) 5 371HS 2 (37.5%) 1 (12x28) 2 (Hexagonal) 6 372CS 2 (37.5%) 2 (9x21) 1 (Ci cula ) 7 373TS 2 (37.5%) 3 (6x14) 4 (T iangula ) 8 374QS 2 (37.5%) 4 (3x7) 3 (Quad angula ) 9 251QS 3 (25%) 1 (12x28) 3 (Quad angula ) 10 252TS 3 (25%) 2 (9x21) 4 (T iangula ) 11 253CS 3 (25%) 3 (6x14) 1 (Ci cula ) 12 254HS 3 (25%) 4 (3x7) 2 (Hexagonal) 13 121TS 4 (12.5%) 1 (12x28) 4 (T iangula ) 14 122QS 4 (12.5%) 2 (9x21) 3 (Quad angula ) 15 123HS 4 (12.5%) 3 (6x14) 2 (Hexagonal) 16 124CS 4 (12.5%) 4 (3x7) 1 (Ci cula ) 2.4 Dayligh ing Simula ion The aim o his s age is o in es iga e he dayligh ing pe o mance o he PSS. The 16 dayligh ing simula ions a e pe o med wi h DIVA- o -G asshoppe [42]. DIVA is a highly-op imised dayligh ing and ene gy modelling plug-in o Rhinoce os. I comes wi h an enhanced use in e ace o G asshoppe , a g aphical algo i hm edi o ha enables designe s wi h no o mal sc ip ing expe ience o gene a e pa ame ic o ms [43] apidly. G asshoppe componen s [42] p o ide dayligh analysis h ough Radiance/DAYSIM and he mal analysis h ough Ene gyPlus/A chsim. Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 16 Figu e 9. The mal model: a) 3D geome y, and b) Basic he mal beha iou . Table 7. Ene gy pe o mance indica o s SCannual Annual mean alue o all SChou ly alues quan i ied a each PSS. TSRE Annual ansmi ed sola adia ion ene gy, no malised by loo a ea (kWh/m2). Ligh ing ene gy consump ion To al annual ene gy used on-si e o supply he elec ic ligh ing sys em and no malised by loo a ea (kWh/m2). Cooling ene gy consump ion To al annual ene gy used on-si e o supply he cooling sys em and no malised by loo a ea (kWh/m2). Hea ing ene gy consump ion To al annual ene gy used on-si e o supply he hea ing sys em and no malised by loo a ea (kWh/m2). To al Ene gy Consump ion Sum o he annual ene gy consumed o hea ing, cooling and a i icial ligh ing and no malised by loo a ea (kWh/m2). 2.6 Balancing dayligh ing and he mal pe o mance The a io o he ac ual dayli a ea o he SCannual is coun ed as an index o bo h dayligh ing and sola shading in his s udy [34]. A high alue o he ac ual dayli a ea co esponds o be e dayligh ing pe o mance. A lowe SCannual alue co esponds o be e annual sola shading pe o mance; hus, high alues o his index ep esen a be e in eg a ed pe o mance o sola shading and dayligh ing. 3. Resul s Table 8 and Figu e 10 p esen he annual esul s o he 16 simula ions. Figu e 10a shows he pe cen ages o he modi ied Dayligh A ailabili y and Figu e 10b shows he annual ene gy used o ligh ing, cooling and hea ing, he SCannual and he TSRE. The index appea s in bo h igu es a and b o show he in e ela ion be ween he dayligh ing and he mal pe o mance. Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 17 Table 8. Annual esul s o simula ions. Simula ion PSS Non-dayli a ea (%) Ac ual Pa ially dayli a ea (%) Ac ual Dayli a ea (%) O e li a ea (%) Annual Sola Radia ion on Façade (kWh/m2) SCannual TSRE (kWh/m2) Ligh ing ene gy (kWh/m2) Cooling ene gy (kWh/m2) Hea ing ene gy (kWh/m2) Index - REF100S 0 0 0 100 1147.04 1.00 289.29 9.21 248.62 4.66 0.00 1 501CS 0 0 43 57 726.78 0.70 154.28 13.39 138.71 1.50 0.61 2 502HS 0 0 42 58 646.41 0.59 140.27 21.24 134.11 1.27 0.72 3 503QS 0 0 43 57 707.90 0.68 150.91 21.96 143.11 1.55 0.63 4 504TS 0 0 45 55 669.78 0.60 145.81 13.07 131.98 1.34 0.75 5 371HS 0 0 49 51 596.91 0.60 127.75 23.59 126.25 1.05 0.82 6 372CS 0 0 49 51 515.53 0.48 113.66 24.78 116.67 0.81 1.02 7 373TS 0 0 47 53 532.78 0.51 116.68 16.89 112.62 0.79 0.92 8 374QS 0 0 50 50 471.36 0.42 106.19 14.92 103.81 0.64 1.20 9 251QS 0 36 23 41 381.95 0.37 86.56 26.24 98.85 0.54 0.63 10 252TS 0 34 23 43 392.84 0.39 88.37 25.82 99.85 0.56 0.59 11 253CS 0 35 20 44 338.36 0.31 79.11 26.35 94.00 0.50 0.66 12 254HS 0 31 29 40 333.27 0.31 78.10 26.30 93.24 0.49 0.94 13 121TS 50 15 5 31 154.61 0.13 43.43 27.26 72.69 0.56 0.35 14 122QS 47 23 8 22 191.23 0.19 49.58 27.23 76.35 0.49 0.43 15 123HS 48 24 13 14 190.97 0.19 49.42 27.44 76.45 0.51 0.70 16 124CS 44 16 13 27 171.06 0.16 46.03 27.42 74.40 0.55 0.82 Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 18 Figu e 10. Annual Resul s in L16(43). Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 19 3.1 OA analysis The ANOM and ANOVA o he OA L16(43) a e used o p edic he op imal design de i ed om he combina ion o he h ee design a iables. The op imal le els, he e o e, mus inc ease he a ea li wi h use ul illuminance o occupan s and educe he a ea li wi h excessi e illuminance ha can be associa ed wi h gla e and he mal discom o . The ‘ac ual dayli a ea’ mus be maximised and he ‘non-dayli ’, ‘ac ual pa ially dayli ’ and ‘o e li ’ a eas mus be minimised. Fu he mo e, he op imal le els mus main ain elec ical ene gy consump ion o ligh ing, cooling and hea ing as low as possible. As i ep esen s he bes in eg a ed pe o mance o dayligh ing and sola shading, he index mus be maximised. Table 9 summa ises he ANOVA esul s o L16(43), whe e he s a is ical signi icance o 5% is o PP o all indica o s and M o he index. The sum o squa es (SS) indica es he ela i e impo ance o each ac o and is o de ed as ollows: PP>M>S o all indica o s (excep o he o e li indica o ha ollows he o de PP>S>M). Table 9. ANOVA o L16(43) when α=0.05 Indica o Fac o GL SS F p Signi icance Non- dayli a ea 1 (PP) 3 6751.44 1467.03 0.00 * 2 (M) 3 4.60 1.00 0.46 3 (S) 3 4.60 1.00 0.46 Residual e o 6 9.20 To al 15 6769.85 ‘ac ual’ pa ially dayli a ea 1 (PP) 3 3296.90 144.46 0.00 * 2 (M) 3 27.12 1.19 0.39 3 (S) 3 14.22 0.62 0.63 Residual e o 6 45.64 To al 15 3383.88 ‘ac ual’ Dayli a ea 1 (PP) 3 3868.34 254.39 0.00 * 2 (M) 3 45.43 2.99 0.12 3 (S) 3 25.78 1.70 0.27 Residual e o 6 30.41 To al 15 3969.96 O e li A ea 1 (PP) 3 2559.32 48.43 0.00 * 2 (M) 3 13.76 0.26 0.85 3 (S) 3 54.09 1.02 0.45 Residual e o 6 105.70 To al 15 2732.88 TSRE 1 (PP) 3 22480.90 152.38 0.00 * 2 (M) 3 163.30 1.11 0.42 3 (F) 3 1.00 0.01 1.00 Residual e o 6 295.10 Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 20 To al 15 22940.20 Ligh ing ene gy 1 (PP) 3 274.33 7.54 0.02 * 2 (M) 3 38.61 1.06 0.43 3 (F) 3 30.49 0.84 0.52 Residual e o 6 72.72 To al 15 416.15 Cooling ene gy 1 (PP) 3 8363.61 80.35 0.00 * 2 (M) 3 147.82 1.42 0.33 3 (F) 3 21.27 0.20 0.89 Residual e o 6 208.18 To al 15 8740.88 Hea ing ene gy 1 (PP) 3 2.12 49.83 0.00 * 2 (M) 3 0.06 1.37 0.34 3 (F) 3 0.00 0.08 0.97 Residual e o 6 0.08 To al 15 2.26 Index 1 (PP) 3 0.38 18.86 0.00 * 2 (M) 3 0.23 11.47 0.01 * 3 (F) 3 0.05 2.57 0.15 Residual e o 6 0.04 To al 15 0.70 Table 10 p esen s he esul s o he L16(43) ANOM. Del a alues a e used o compa e he ela i e magni ude o e ec s depending on o hogonal design [41]. I also shows he op imal PSS con igu a ion which ob ains he highes index alues. Table 10. L16(43) ANOM. Mean alues Non- dayli a ea (%) ‘ac ual’ Pa ially dayli a ea (%) ‘ac ual’ Dayli a ea (%) O e li a ea (%) TSRE (kWh/m2) Ligh ing ene gy (kWh/m2) Cooling ene gy (kWh/m2) Hea ing ene gy (kWh/m2) Index PP T1 (50%) 0 0 43 57 147.82 17.42 136.98 1.41 0.68 T2 (37.5%) 0 0 49 51 116.07 20.04 114.84 0.82 0.99 T3 (25%) 0 34 24 42 83.03 26.18 96.49 0.52 0.70 T4 (12.5%) 47 19 10 23 47.12 27.34 74.97 0.53 0.58 Del a 47 34 39 33 101 10 62 1 0.41 Rank 1 1 1 1 1 1 1 1 1 M 147.82 T1 (12×28) 13 13 30 45 103.00 22.62 109.13 0.91 0.60 T2 (9×21) 12 14 31 43 97.97 24.77 106.75 0.78 0.69 T3 (6×14) 12 15 31 42 99.03 23.16 106.54 0.84 0.73 T4 (3×7) 11 12 34 43 94.03 20.43 100.86 0.75 0.93 Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 21 Del a 1 3 4 2.52 9 4 8 0 0.33 Rank 2.5 2 2 3 2 2 2 2 2 S T1 (C) 11 13 31 45 98.27 22.99 105.95 0.84 0.78 T2 (H) 12 14 33 41 98.89 24.64 107.51 0.83 0.80 T3 (Q) 12 15 31 42 98.31 22.59 105.53 0.80 0.72 T4 (T) 13 12 30 45 98.57 20.76 104.29 0.81 0.65 Del a 1 2 4 5 1 4 3 0 0.15 Rank 2.5 3 3 2 3 3 3 3 3 Op imal PSS 374H No e: he numbe s in bold ep esen op imal le els acco ding o he indica o s. Figu e 11 p esen s he L16(43) ANOM. 10a plo s he annual modi ied Dayligh A ailabili y whe e he non-dayli a ea can be obse ed o emain a ze o in PPs la ge han 25% and shows luc ua ions ha a e b oadly simila o all le els o M and S. The ac ual pa ially dayli a ea emains a ze o o PPs g ea e han 37.5% and p esen s close luc ua ions be ween le els M and S. The ac ual dayli a ea eaches i s highes alue a 37.5% PP, ollowed by 50% PP. I hen dec eases as PP dec eases. This a ea shows a sligh inc ease a le els 4 (3×7) o M and 2 (H) o S. The o e li a ea dec eases as PP dec eases and p esen s close esul s in all 4 le els o M and S. Figu e 11b plo s he annual means o he PSS ene gy pe o mance indica o s. I can be obse ed ha , simila o he o e li a ea, TSRE dec eases as PP dec eases; u he mo e, i eaches highly simila alues in M and S le els. SCannual beha es he same as TRSE in he h ee design a iables. Ligh ing ene gy inc eases sligh ly as PP dec eases and p esen s luc ua ions a le els M and S. Cooling ene gy dec eases as PP dec eases; mo eo e , i is lowe in M4 (3×7) and p esen s luc ua ions a S le els. Hea ing ene gy emains p ac ically he same o e all a iables. Wi h ega d o he index, PP 37.5%, M 4 (3×7) and S 2 (C) and 1 (H) le els ob ain he bes simul aneous pe o mances in he wo aspec s unde s udy. Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 22 Figu e 11. L16(43) ANOM esul s. The index is used o he dayligh ing and he mal cha ac e isa ion o he PSS and endea ou s o ind a balance be ween na u al dayligh and he mal e iciency. The ollowing design c i e ia o sou h- acing, Medi e anean PSS ha e been de i ed om hei op imal le els:  PP is he de e mining a iable in PSS design since i was s a is ically signi ican o all indica o s. PP should be limi ed o 37.5% o he ollowing easons (See Table 10). In e ms o dayligh ing pe o mance, a PP o 37.5% gi es he highes ac ual dayli a ea alue (49%); Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 23 PPs g ea e han 37.5% inc eased he o e li a ea in mo e han 50% o wo kplane (57%), while PPs o less han 37.5% led o a conside able (10-24%) educ ion. In e ms o he mal pe o mance, a PP o 37.5% gi es in e media e alues wi h espec o ligh ing, hea ing and cooling ene gy consump ion, achie ing annual sa ings when compa ed wi h la ge PPs. The highes index alue is ob ained wi h PP 37.5% and he e o e i is e ec i e when desc ibing simul aneously he PPs’ dayligh ing and he mal pe o mance.  The second mos impo an ac o is he ma ix. In o de o achie e he bes balance be ween dayligh and ene gy pe o mance, ma ices wi h he smalles numbe o la ge pe o a ions a e ecommended. Acco ding o he esul s in dayligh ing pe o mance, le el 4 (3x7) ob ains he highes ac ual dayli a ea alues, while in e ms o he o e li a ea, all ou le els a e oughly equal, wi h le els 3 (6×14) and 4 (3×7) gi ing he lowes alues. In e ms o he mal pe o mance, le el 4 (3x7) is he mos ad isable because i achie es he lowes le els o ene gy consump ion o all ene gy uses, as well as he lowes TSRE le els. Wi h ega d o he index, he op imal le el is le el 4 (3x7) and is he e o e e ec i e in cha ac e ising bo h condi ions simul aneously. E en M is s a is ically signi ican o he index (See Table 9).  Shape is he leas ele an a iable, allowing o g ea e design eedom. The esul s showed no signi ican di e ences in any indica o (See Table 9). 3.2 Analysis o he use and non-use o sou h- acing PSS This sec ion compa es he space’s dayligh ing and he mal condi ions wi h and wi hou PSS, selec ing o ha pu pose con igu a ion 374QS om he simula ions ha had al eady been pe o med. This con igu a ion was chosen because i combines he op imal and s a is ically signi ican le els de i ed om he OA, as well as being he PSS wi h he highes index (See Figu e 10). Figu e 12a shows he absolu e quan i ied e o in 374QS wi h espec o REF100S o modi ied Dayligh A ailabili y, as well as he quan i ied pe cen ual e o o bo h ene gy consump ion and TSRE. The esul s demons a e ha using op imised sou h- acing PSS can inc ease he ac ual dayli a ea by 50% and dec ease he o e li wo kplane a ea by 50% when compa ed wi h a ully-glazed açade. Al hough wi h PSS a i icial ligh ing consump ion ises by 62%, dayligh ing on he wo kplane is imp o ed conside ably. Fu he mo e, he e is a 63% educ ion in TSRE while cooling and hea ing consump ion dec ease by 58% and 86%, espec i ely. This gi es a 55% o al annual sa ing in ene gy consump ion. I is, he e o e, ad isable o use PSS on sou h- acing glazed açades in line wi h he abo emen ioned design c i e ia. Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 24 Figu e 12. Di e ences be ween use and non-use o an op imised sou h acing PSS. Figu e 12b compa es he dayligh ing and he mal pe o mance o he op imised PSS wi h espec o a simple ape u e wi h WWR 37.5%. The absolu e e o in 374QS wi h espec o WWR 37.5% o modi ied Dayligh A ailabili y is shown, as is he quan i ied pe cen ual e o in 374QS wi h espec Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 25 o WWR 37.5% o ene gy consump ion and TSRE. The esul s show ha using a simple ape u e can inc ease he ac ual dayli a ea by 63% and educe he o e li a ea on a wo kplane by 63% wi h espec o he ully-glazed açade. A i icial ligh ing consump ion, howe e , inc eases by 62% which is simila when using PSS. Mo eo e , TSRE dec eases by 56% and cooling and hea ing consump ion by 37% and 54%, espec i ely. The e is only a 34% dec ease in o e all ene gy consump ion; 21% less han when using PSS. On balance, he e o e, i is mo e ad isable o use PSS on glazed açades ins ead o a simple ape u e in he wall. 3.3 Cha ac e isa ion o PSS dayligh ing and he mal pe o mance Figu e 13 shows an o e lap o he ou a eas o he modi ied dayligh a ailabili y a each senso poin in 374QS. The whi e a eas ep esen a senso wi h DA300 o a leas 75% o he wo king yea ha do no each UDI>3000 du ing 5% o he occupied hou s (in sho , he a ou able ac ual dayli a ea). The clea g ey scale shows senso s wi h DA300 be ween 50 and 75% o he wo king yea ha do no each UDI>3000 du ing 5% o he occupied hou s (in sho , he nominal ac ual dayli a ea). In addi ion, he REF100S esul s also appea in Figu e 13 o in o de o p esen dayligh on he wo kplane wi hou PSS. No only can he dayligh ing imp o emen be obse ed in he inc eased ac ual dayli a ea bu also in he educ ion o he o e li a ea and, u he mo e, in he educ ion o he annual ime pe cen ages wi h excessi e illuminances a each senso poin . Figu e 13. Dayligh A ailabili y in 374QS and REF100S. In his wo k, illuminance and TSRE in o ma ion a e shown using annual empo al maps. These empo al maps a e p oduced in MATLAB in o de o show, on a single g aph, he pe iods o he yea Design op imisa ion o pe o a ed sola açades in o de o balance dayligh ing wi h he mal pe o mance TEP 130 32 Fundamen als, I-P Edi io, ASHRAE, Inc, A lan a, 2013. [65] J. Ma dalje ic, Spa io- empo al dynamics o sola shading o a pa ame ically de ined oo sys em, Ene gy Build. 36 (2004) 815–823. View publica ion s a s