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Aerial render of the assembly hall with its long roof monitors

Natural Ventilation of an Industrial Building

We compared two roof-monitor concepts for a bus-chassis assembly hall, tracing air exchange and indoor temperature through changing daytime weather

Option A Straight Roof Monitors

Option B Curved Roof Monitors

Renders of the hall with straight roof monitors (left) and curved roof monitors (right)
Illustrative renders based on the report geometry. Finishes and surroundings are visual interpretations

COMPUTATIONAL FLUID DYNAMICS

Natural ventilation of an industrial building

01 / PROJECT SCOPE

The building and its ventilation problem

The analysis examined the bus-chassis assembly unit at the Oragadam facility. It combined an external wind study with internal flow and heat-transfer calculations to understand how the building openings and roof monitors respond to the specified operating conditions

Reported process floor area
6,985.3 m²
Target building height
11 m
Reported process heat gain
287 kW

The workflow progressed through geometry and opening definition, mesh preparation, external wind-pressure calculation, and transient indoor flow and thermal analysis. Results were then compared by time, design option and location within the hall

02 / VENTILATION CONCEPTS

Two roof-monitor arrangements on the same hall

  • Analysis geometry of Option A with straight monitor caps

    Option A / straight monitor caps

    Five long roof-monitor rows sit above the shallow roof bays. Side louvres, shutters and roof openings form the principal modelled ventilation paths

  • Analysis geometry of Option B with curved monitor caps

    Option B / curved monitor caps

    The alternative uses rounded monitor hoods with openings along their sides. The study compares its air exchange and thermal response with Option A

Original analysis geometry. The CAD colours identify model regions and do not specify the building finish.

03 / MODEL PREPARATION

The openings and roof geometry in the mesh

The building model followed the supplied drawings and assigned properties to the openings. The surface-mesh views show the roof monitors and the repeated façade openings. An isolated adjoining area remained in the external wind model but was excluded from the internal ventilation domain

  • Surface mesh of the roof monitors

    Roof-monitor mesh

    The roof view preserves the long monitor openings and their relationship to the main roof surface

  • Surface mesh of the façade louvres and shutters

    Façade mesh

    The elevation retains the louvre bands and large shutter openings through which air enters or leaves the hall

04 / OPENING DEFINITION

Ventilation paths around the building envelope

The opening schedule provided a geometric basis for the airflow model. It distinguished roof-monitor louvres from façade louvres and individual shutters, allowing the result tables to trace flow through named openings

Reported louvre areas by opening group
OPENING GROUPREPORTED AREA
Roof-monitor louvres, all36 m²
North-east louvres, front13 m²
North-west louvres52.5 m²
South-east louvres52.3 m²
South-west louvres, rear68 m²

Selected louvre areas from the report. The schedule does not separately specify areas for each roof option. Individual shutters were also included

05 / THERMAL & WEATHER INPUTS

A daytime simulation with changing conditions

The transient analysis followed the period from 06:00 to 17:00. It combined hourly ambient conditions and solar radiation with the reported process heat gain. The thermal model included the properties and thicknesses of steel, polycarbonate, gypsum, concrete and glass

Selected hourly weather inputs
TIMEAMBIENT / °CEXTERNAL WINDSOLAR / W/m²
09:0034.7South, 2.8 m/s791.65
11:0038.0South, 2.8 m/s1,008.32
13:0038.7South, 5.0 m/s672.72
14:0038.0Zero wind619.16
16:0035.4South-east, 6.3 m/s238.36

Selected conditions from the report’s weather-input table. The 14:00 case isolates the effect of removing the external wind

06 / EXTERNAL WIND STUDY

Pressure around the hall and its roof openings

The external study represented terrain roughness and neighbouring buildings to establish pressures around the target hall. The report describes checking these pressures against reference values and adjusting them for the opening types before the detailed indoor analysis

  • External pressure field for a southerly wind

    Southerly wind / 4 m/s

    The pressure field shows how the building and its surroundings affect the pressures applied around the envelope

  • External pressure field for a south-easterly wind

    South-easterly wind / 4.9 m/s

    A change in wind direction changes the pressure pattern around the façade openings and roof monitors

  • Pressure section across the raised roof monitors

    Pressure across the roof

    The section shows the pressure variation around the raised monitor rows under the southerly wind condition

  • External velocity field in plan and oblique views

    Air movement around the building

    The plan and oblique views relate the external velocity field to the surrounding obstacles and the hall

Pressure contours use Pa. External velocity contours use m/s. Read each figure with its own colour scale

07 / RESULT EVALUATION

Whole-building metrics and local conditions

Air changes per hour describe total exchange through the building. To understand where that air travels, the study also reviewed a horizontal plane 1.2 m above the floor and vertical sections through the hall. These spatial results complement the reported average indoor temperatures

  • Horizontal result plane 1.2 m above the floor

    Horizontal plane at 1.2 m

    This level provides a consistent view of velocity and temperature across the working area

  • Numbered vertical section planes through the hall

    Sections through the roof and floor

    The vertical planes expose the flow beneath the roof monitors and the variation through the height of the building

08 / HOURLY COMPARISON

Air exchange and temperature over the day

Option B produces a higher air-change rate at every reported hour. Its temperature response varies with time: it is slightly cooler around midday and late afternoon, but warmer from 06:00 to 10:00 and in the zero-wind case. The two measures therefore need to be reviewed together

Air changes per hour

Hourly air changes per hour for Option A and Option B

Average indoor temperature

Hourly average indoor temperature for Option A and Option B

Hourly values from the report’s comparison tables. The sharp change at 14:00 corresponds to the zero-wind test condition

This level provides a consistent view of velocity and temperature across the working area

09 / MORNING RESPONSE

Higher exchange without a lower average temperature

At 09:00, with a southerly wind of 2.8 m/s, Option B increases reported ventilation from 7.57 to 10.74 air changes per hour. Its average indoor temperature is 36.06 °C compared with 34.85 °C for Option A. The local velocity field helps explain why exchange rate alone is an incomplete design measure

Velocity at 1.2 m above the floor at 09:00 for Option A and Option B

09:00 velocity in m/s at 1.2 m above the floor. Option A at left and Option B at right, on the same velocity scale

10 / ZERO-WIND CASE

The most demanding thermal condition in the study

At 14:00, the report removes the external wind and labels the case “stack effect only”. Air exchange falls to 1.90 ACPH for Option A and 2.81 ACPH for Option B. The average temperatures rise to 40.40 °C and 41.65 °C respectively, against a 38.0 °C ambient condition

Temperature at 1.2 m above the floor at 14:00 for Option A and Option B

14:00 temperature in °C at 1.2 m above the floor. The local warmer regions remain visible alongside the whole-building averages

Velocity vectors on a vertical section through Option B

Option B vertical-section velocity vectors show local circulation around the monitor openings. Velocity is in m/s

11 / LATE-AFTERNOON RESPONSE

Improved exchange as the wind strengthens

The 16:00 summary uses a south-easterly wind of 6.3 m/s. Option B reaches 19.47 ACPH compared with 16.75 ACPH for Option A, while its average indoor temperature is 0.33 °C lower. Local distributions still matter when interpreting those building-wide values

Temperature at 1.2 m above the floor at 16:00 for Option A and Option B

16:00 temperature in °C at 1.2 m above the floor. Each time case uses its own contour scale, so colours should be read with the accompanying legend

12 / DESIGN REVIEW

The result depends on the operating condition

Air changes and average temperature by condition
CONDITIONACPH A / BAVERAGE TEMPERATURE A / B
09:00 / south wind7.57 / 10.7434.85 °C / 36.06 °C
14:00 / zero wind1.90 / 2.8140.40 °C / 41.65 °C
16:00 / south-east wind16.75 / 19.4736.56 °C / 36.23 °C

Selected values reproduce the three detailed executive summaries. Small rounding differences occur in the hourly comparison tables

Outcome

A quantified comparison of two ventilation concepts

The analysis established how each concept exchanges air and manages heat across the specified daytime conditions. Option B increased the predicted air-change rate, while the thermal comparison revealed the limits of that improvement during the morning and the zero-wind case The geometry, pressure fields and local indoor results gave the design team a documented basis for comparing roof-monitor options and reviewing conditions that need particular attention

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