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PLEA2009 - 26th Conference on Passive and Low Energy Architecture, Quebec City, Canada, 22-24 June 2009 Displacement Ventilation and Passive Cooling Strategies PAUL CAREW 1 , BERNARD BEKKER 1 1 PJCarew Consulting, Cape Town, South Africa ABSTRACT: The publication of the ASHRAE “System Performance Evaluation and Design Guidelines for Displacement Ventilation” [0] has contributed to the wider acceptance of displacement ventilation (DV) as a ventilation strategy, by offering clear guidelines from an established organisation. A significant advantage of DVis that it lowers the supply air quantities required for cooling compared to conventional mixing ventilation (MV) at the same supply air temperature.This opens up opportunities for the use of passive (non refrigeration-cycle based) cooling sources, which typically are limited in supply air temperature and based on 100% fresh air supply when compared to conventional refrigeration-cycle based sources. This paper quantifies the impacts of using DVin comparison to MV on the peak capacity, size and humidity levels associated with the following passive cooling sources: evaporative cooling, two stage evaporative cooling, thermal stores and air to ground heat exchangers. Ageneric office building in Johannesburg, South Africa, is used as a model. The paper illustratesthe extent to which the use of DVexpands the ability of passive cooling strategies to serve spaces previously considered as having too high a heat load (when calculated using MV system guidelines). The paper however also recognises that passivecooling strategies are unlikely to be widely implemented until design guidelines exist from organizations similar to ASHRAE. Keywords: passive design strategies, displacement ventilation INTRODUCTION Based on the authors’ experiences as consultants in the built environment, conventional Heating Ventilation and Air Conditioning (HVAC) engineers keep to using clear guidelines and calculations methods provided by established organisations. It is unlikely that unconventional strategies and systems will be incorporated in a project in the absence of such guidelines or methods, unless it is a showcase project with sufficient resources to adequately investigate alternatives. Displacement ventilation (DV) can be seen as an example of this. While popular in Scandinavia [0], the American Society for Heating, Refrigeration and Air- conditioning Engineers (ASHRAE) only recently released “System Performance Evaluation and Design Guidelines for Displacement Ventilation” [0], which provides generic DV sizing and design guidelines. This publication differs from existing supplier-specific DV design guidelines in that itprovides a simple ten-step guide to design the DV system [0]. While the authors have not found literature that documents the worldwide growth in the number of installed DV systems, since the ASHRAE publication was released they have found HVAC engineers in general to be more receptive to the use of DV for conventional projects. The aim of this paper is to illustrate the impacts of using DV in comparison tomixing ventilation (MV) on the peak capacity, size and humidity levels associated with various passive cooling strategies, informed by the ASHRAE DV guidelines. The intention is NOT to provide clear design guidelines for these passive strategies, but merely to demonstrate the implications of these strategies through quantitative analysis. Through this analysis it is demonstrated that a number of passive cooling strategies, considered impractical for MV applications, can potentially be of benefit in building designs utilising DV.The comparison also highlights the risk of over-design when conventional MV guidelines are used to design cooling sources for DV applications. DISPLACEMENT VS. MIXED VENTILATION DV introduces air at low level and low velocity, and at high supply air temperature (Ts),typically around 18 ° C,when compared to conventional air conditioning systems which use MV. The air that is slightly cooler than the intended room temperature runs along the floor until it reaches a heat load (Fig. 1). The heat load induces a plume of warmer air that rises due to lower density. This induces stratification in room temperature with the occupied area of the room within comfort conditions and the space near the ceiling at higher temperature conditions. The air near the ceiling is continually exhausted to prevent a build up of warm air into the occupied zone.

Displacement Ventilation and Passive Cooling Strategiesplea2009.arc.ulaval.ca/Papers/2.STRATEGIES/2.2 Heating and Cooling... · Displacement Ventilation and Passive Cooling Strategies

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PLEA2009 - 26th Conference on Passive and Low Energy Architecture, Quebec City, Canada, 22-24 June 2009

Displacement Ventilation and Passive Cooling Strategies

PAUL CAREW1, BERNARD BEKKER1

1PJCarew Consulting, Cape Town, South Africa

ABSTRACT: The publication of the ASHRAE “System Performance Evaluation and Design Guidelines for Displacement Ventilation” [0] has contributed to the wider acceptance of displacement ventilation (DV) as a ventilation strategy, by offering clear guidelines from an established organisation. A significant advantage of DVis that it lowers the supply air quantities required for cooling compared to conventional mixing ventilation (MV) at the same supply air temperature.This opens up opportunities for the use of passive (non refrigeration-cycle based) cooling sources, which typically are limited in supply air temperature and based on 100% fresh air supply when compared to conventional refrigeration-cycle based sources. This paper quantifies the impacts of using DVin comparison to MV on the peak capacity, size and humidity levels associated with the following passive cooling sources: evaporative cooling, two stage evaporative cooling, thermal stores and air to ground heat exchangers. Ageneric office building in Johannesburg, South Africa, is used as a model. The paper illustratesthe extent to which the use of DVexpands the ability of passive cooling strategies to serve spaces previously considered as having too high a heat load (when calculated using MV system guidelines). The paper however also recognises that passivecooling strategies are unlikely to be widely implemented until design guidelines exist from organizations similar to ASHRAE. Keywords: passive design strategies, displacement ventilation

INTRODUCTION Based on the authors’ experiences as consultants in the built environment, conventional Heating Ventilation and Air Conditioning (HVAC) engineers keep to using clear guidelines and calculations methods provided by established organisations. It is unlikely that unconventional strategies and systems will be incorporated in a project in the absence of such guidelines or methods, unless it is a showcase project with sufficient resources to adequately investigate alternatives.

Displacement ventilation (DV) can be seen as an example of this. While popular in Scandinavia [0], the American Society for Heating, Refrigeration and Air-conditioning Engineers (ASHRAE) only recently released “System Performance Evaluation and Design Guidelines for Displacement Ventilation” [0], which provides generic DV sizing and design guidelines. This publication differs from existing supplier-specific DV design guidelines in that itprovides a simple ten-step guide to design the DV system [0]. While the authors have not found literature that documents the worldwide growth in the number of installed DV systems, since the ASHRAE publication was released they have found HVAC engineers in general to be more receptive to the use of DV for conventional projects.

The aim of this paper is to illustrate the impacts of using DV in comparison tomixing ventilation (MV) on

the peak capacity, size and humidity levels associated with various passive cooling strategies, informed by the ASHRAE DV guidelines. The intention is NOT to provide clear design guidelines for these passive strategies, but merely to demonstrate the implications of these strategies through quantitative analysis.

Through this analysis it is demonstrated that a number of passive cooling strategies, considered impractical for MV applications, can potentially be of benefit in building designs utilising DV.The comparison also highlights the risk of over-design when conventional MV guidelines are used to design cooling sources for DV applications. DISPLACEMENT VS. MIXED VENTILATION DV introduces air at low level and low velocity, and at high supply air temperature (Ts),typically around 18°C,when compared to conventional air conditioning systems which use MV. The air that is slightly cooler than the intended room temperature runs along the floor until it reaches a heat load (Fig. 1). The heat load induces a plume of warmer air that rises due to lower density. This induces stratification in room temperature with the occupied area of the room within comfort conditions and the space near the ceiling at higher temperature conditions. The air near the ceiling is continually exhausted to prevent a build up of warm air into the occupied zone.

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PLEA2009 - 2

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26th Conference on

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supplies air system (MVtemperature air flow rate now be calcu

Table 2: Resusystems with ventilation (M

Mode Ts (°C) Th/Te (V (m3/% ofMV% ofMV

From Tab

for DVislessthough both temperature. similar, but Msource than D

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PLEA2009 - 2

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26th Conference on

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Page 4: Displacement Ventilation and Passive Cooling Strategiesplea2009.arc.ulaval.ca/Papers/2.STRATEGIES/2.2 Heating and Cooling... · Displacement Ventilation and Passive Cooling Strategies

into the spaspace duringlower inflow

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PLEA2009 - 2

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26th Conference on

he build up og. 8 indicatesor DV compare

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comfort and c) requirementsrough the usere it might havg evaporative cns that a highehe same humidase in humidity

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7: Diagram iment

8: Air flow rategle(Evap) and with a peak totance between DV

urnal range ation and expon passive coolinratures to flush

up during the ped in the introdrm of a packedd down at nightanical ventilatiouced through uction into thucted by incorpals, includingly phase chang

e climatic limstrategy is thrature drops toC, and a minien the store

, Canada, 22-24 Ju

indicating 2-sta

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al cooling load V and MV.

and thermased thermal mng strategy. It uh the structure previous day. Tduction of a red bed, as showt by flushing won. During the this bed,which

he space. Theporating a variceramic balls

ge materials.

mitation of thehe number of a usable temp

imum temperamaterial and

une 2009

age evaporative

dity inflow (g) ovvaporative cooliof 70W/m2 indic

al store Nigmass is a relativ

uses low nightof the building

The same princemote thermal

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day outside aih cools the aie packed bediety of thermals and tiles, ro

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ir is then ir before

can be l storage

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thermal he night d on a Ts e of 3°C air, the

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duration that10. It is cle24h00 and 0year.

Figure 9: Pac

Figure 10: Dcooling strateg

The feasithe cost and the storage efficiency omedium and Hollmuller eshould causeprofile, as shthey suggestevery 100m3

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Figure 11: Ththermal store shift in phase. for a cost-efof the input aairflow relati

PLEA2009 - 2

t the strategy isear that the a05h00 is lower

ked bed thermal

DVIEW indicategy is applicable

ibility of the stsize of packecapacity of

of the heat tthe air, and the

et al. [0] notee a 180° phasehown in Fig 11t a packed be3/h air flow rahange (transmlated to the th

he input and outpover time, illusBased on [0].

ffective materiaamplitude is arionship, the siz

26th Conference on

s applicable is ambient temper than 19°C fo

l store

es duration thain Johannesburg

trategy is furthed bed, which f the thermaltransfer betwee air flow rate es that ideallye shift in the d1. For such a 1ed volume of ate. They furthmission) of thhermal storage

tput temperaturetrating the effec

al like gravel tround 50%. Usze of a 180° ph

n Passive and Low

indicated in Ferature betweeor 98.5% of th

at the night timg.

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her note that thhe phase-shifte

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Figure

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ture, Quebec City

r DV can be roed of 58m3 for M

ing DV rathees the requiredting on both mace that the st

uthors’ experienrategy unfeasibace available. wer air flow raore energy con

r to ground hngers consist orst one, seasons thedifference

he ground temm.Fig. 14indicon in the soil as the depth

al storage (Figrature in a w

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12: Seasonal gr

13: Daily groun

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, Canada, 22-24 Ju

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ate is the reducsumption.

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plicability of thsimilar to t

une 2009

ted at 27m3, co

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cooling, ed nearer ly closer

d source d in the

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previous seapplicability demonstratedhours that tdepends on diameter andrate. Fig. 15of this stratdepending oshown for an

Figure 14: Atemperature a

Figure 15: Pethe exchangerof 5 m/s, pipe

Using theal. [0] to estthe simulateassumptions requires rourequiring rou

The abovthe volume athe pipe lentechnical anadditional betherefore ene

CONCLUSIDV significaserve a roomsame Ts. Thpassive cooli

PLEA2009 - 2

ection on thof the season

d in Figs. 14 anthis strategy i

a variety of d length of the illustrates howegy can be u

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Annual air temat 3m, based on [

ercentage of offr is below maximdiameter of 0.38

e methodologytimate the lenged Johannesbas in Fig. 15,

ughly 80m ofughly 170m.

ve estimation air flow rate rengths requirednd financial feenefit is a relatiergy consumpti

IONS antly lowers thm heat load, whis reduction iming strategies in

26th Conference on

ermal stores.nal ground sond 15.The percs applicable ifactors, inclu

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y described by gth of exchan

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aporative coolintroduced into

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e publication ed in determined for DV:siated using MValculations of texception of eg) still depend

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eers refer to ingreatly with g

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ERENCES n, Q. and Gliction and De

ation. ASHRAEvensson, A.G.Lement ventilatio

ph produced usinal Renewable ering Inc. using

ernational Weatr data

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