Wind tunnel acoustic testing of wind generated noise on building facade elements

Size: px
Start display at page:

Download "Wind tunnel acoustic testing of wind generated noise on building facade elements"

Transcription

1 See discussions, stats, and author profiles for this publication at: Wind tunnel acoustic testing of wind generated noise on building facade elements Conference Paper August 2016 CITATIONS 0 READS 27 3 authors, including: Ivan Bublić Brodarski institute 10 PUBLICATIONS 9 CITATIONS SEE PROFILE Some of the authors of this publication are also working on these related projects: Road traffic noise analysis and evaluation based on psychoacoustic parameters View project All content following this page was uploaded by Ivan Bublić on 06 September The user has requested enhancement of the downloaded file.

2 Wind tunnel acoustic testing of wind generated noise on building facade elements Ivan BUBLIĆ 1 ; Ivan Tudor 2 ; Juraj Francetić 3 1 Brodarski institut d.o.o., Croatia 2 Brodarski institut d.o.o., Croatia 3 Brodarski institut d.o.o., Croatia ABSTRACT The aim of acoustic test conducted was to investigate possible occurrence of wind generated noise on building facade elements. The intention was to determine under which conditions there is occurrence of narrowband noise with noticeable tonal character, and to record and quantify any other acoustic phenomena that may occur. The object of the test was a building in construction in the city of Zagreb. The tests were conducted in the wind tunnel of the Faculty of Civil Engineering in Zagreb. The aerodynamic parameters were measured and analyzed parallel to the acoustic measurements. The results of acoustic testing in the wind tunnel show that there is wind generated noise present that is dependent on the wind speed. Also, the measurement showed the occurrence of tonal components in the spectrum at certain wind incidence angles. The tonal components became more pronounced and very audible at higher wind speeds. It can be concluded that the mounting of the certain type of facade elements on a building can result in significant wind generated noise levels, both broadband and narrowband. On the basis of the test results and available meteorological data it can be assumed that the noise on the facade elements could occur monthly. Keywords: Wind, Noise, Measurement 1. INTRODUCTION On the building in question, mounting of fixed vertical perforated sunscreens along the full height of the building for protection against excessive sunlight and mounting of perforated facade elements for the car park protection was envisioned. Based on the assumption that in the conditions of intensive wind activity the perforations would generate noise, the measurement of noise generated by the planned facade elements in a wind-tunnel was proposed. The aim of the measurements was to investigate acoustic phenomena due to the sunscreens exposure to wind. The intention was to determine whether and under which conditions there is occurrence of narrowband noise (which primarily refers to noise with noticeable tonal character), characterize the broadband noise (wind noise) resulting due to wind flow around and through a sunscreen, and record and quantify any other acoustic phenomena that may occur as a result of air made to move past the object. The tests were conducted in the wind-tunnel of the Faculty of Civil Engineering in Zagreb. The aerodynamic parameters were measured and analyzed by the employees of the Faculty of Civil Engineering, while the acoustic parameters were measured and analyzed by the employees of Brodarski institut d.o.o. 1 ivan.bublic@hrbi.hr 2 ivan.tudor@hrbi.hr 3 juraj.francetic@hrbi.hr 1

3 2. WIND TUNNEL ACOUSTIC TESTING DESCRIPTION 2.1 Problem description On the building in question installation of sunscreens is planned. The planned facade elements are made of aluminum sheet and are perforated. Perforations allow the air flow. The wind that will flow through and around a perforated sunscreen may cause the occurrence of broadband and narrowband noise of tonal character that occurs when the wind passes over the perforations and due to the excitation of facade element cavities acoustical resonance. These phenomena are the result of a complex interaction of air flow and geometry of the structural elements around which there is wind flow. Figure 1 Sample of ground floor facade element, and sunscreen element samples mounted on the building The resulting noise can be heard several hundred meters from the site of emission and can cause noise pollution. For this reason, the presented research was carried in order to avoid costly remedial measures. The noise caused by the action of wind on tall buildings can cause discomfort for people both inside the building and in its surroundings. Broadband noise caused by turbulent air flow can cause a very unpleasant humming and whistling. Tonal noise is most commonly associated with acoustic resonance of individual cavities or structural of flexible components, caused by vortex splitting mechanism. This resonance creates the equivalent effect as a musical instrument such as the flute or the organ that generate tones depending on the speed and direction of air flow. 2.2 The reference wind speeds Zagreb has a moderate continental climate and there are no frequent storm and gale force winds. The main wind directions are north and northeast, and spring (especially April) is the windiest time of the year. Figure 3 shows that from the NNE the moderately strong wind up to 5 Beaufort (approx 11 m/s) occurs. The measured data are related to wind speeds at a height of 10 meters above the ground and since the object has a height of about 30 meters, the development of boundary layer, i.e. increase of speed with distance from the ground, should be considered. 2

4 According to meteorological data for dimensioning of objects with respect to wind influence, the city of Zagreb belongs to P-1 area that includes the western interior from Požega valley to the western border of Croatia, for which the reference wind speed of 22 m/s has been adopted. On the basis of the presented meteorological parameters it was decided that the sunscreens would be tested up to a wind speed of 20 m/s, and facade elements located at the ground level up to a speed of 10 m/s. Figure 2 Wind rose form the meteorological station Zagreb-Maksimir 2.3 Materials and methods For the purpose of test conducting, four facade elements were provided (one shorter and two taller sunscreen elements and one facade panel). They were tested in life-size (scale 1:1). The shorter sunscreen had a height of 50 cm and was mounted in the working section of the wind tunnel where it is possible to generate wind speeds up to 50 m/s. The sunscreen was "closed" to the top and bottom ends as not to generate additional noise and was mounted on a support so that it could be pivoted. Figure 3 Sunscreen mounted in the wind tunnel working section Above the sunscreen a sound level meter was mounted. The system for sound pressure measurements included an integrating sound level meter (Type 1, B&K 2250), a microphone (B&K 4189), a sound calibrator (B&K, 4231), an integrating sound level meter (Type 1, B& K2250L) and a microphone (B&K 4950). In order to reduce wind noise generated on the microphone, noise cone B&K UA0386 as described in (1) was used in the wind tunnel. For the measurement of air velocity a KIMO Pitot tube anemometer and a KIMO hot wire anemometer were used. Tests started with mounting a segment of perforated sunscreen having a height of 50 cm in the small working section of the wind tunnel. The sound pressure level was measured for different wind 3

5 incidence angles and wind speeds. The perforated sunscreen and the supporting structure were turned relative to wind incidence angle so that the measurements were conducted under conditions when the sunscreen horizontal axis was parallel with the wind direction up to the conditions in which the horizontal axis was at an angle of 130⁰ in relation to the wind direction. In this way a span of 130⁰ with increments of 5 ⁰ was covered. For various wind incidence angles the measurements of wind speed, sound pressure level at the perforated sunscreen, and sound pressure level of environmenta l noise were measured. Figure 4 Sound level meters used for measurements and microphone with the aerodynamic cap Noise was simultaneously measured with two microphones, one of which was located within the working section of the wind tunnel, while the other one was located outside the wind tunnel. The microphone has a cap with favorable aero dynamical shape in order to avoid the noise that the wind could generate flowing around it. During the tests continuous broadband A-weighted and narrowband (1/3 octave) Z-weighted noise samples lasting 100 ms were recorded. Also, direct audio recording was done and FFT analysis was subsequently made. Figure 5 Testing of perforated facade element 4

6 Figure 6 Testing of mutual influence of two sunscreens In the second series of tests, in the larger section of the wind tunnel a structure with two perforated sunscreens at a mutual distance as planned by the project was mounted in order to study their mutual influence. These tests were conducted in a large working section where it is possible to obtain speeds of up to 11 m/s, which corresponds to a wind speed of 5 Beaufort. The third series of tests were carried out on flat perforated elements (facade elements) that will be mounted in the ground floor intended for the car park. These elements were tested in the larger working section of the wind tunnel at different incidence angles. During the tests all elements were rigidly connected to the supporting structure in order to avoid the occurrence of noise caused by vibration of the whole structure. Vibration of the entire facade structure could not be simulated in the wind tunnel due to technical conditions. 3. WIND TUNNEL ACOUSTIC TESTING RESULTS 3.1 Single segmet The basic tests were conducted for a segment having a height of 50 cm. The results of measurements of the average wind speed of 5 m/s are shown in Figure 7. The blue line indicates the sound pressure measured close to the sunscreen, the red line shows the values recorded by the microphone outside the wind tunnel, while the purple line indicates the sound pressure in the wind tunnel in the conditions without the mounted sunscreen. The purple line represents the level of the ambient noise resulting from electric motor operation and air flow through the wind tunnel. The difference between the purple line and the blue line indicates the level of the noise generated by the sunscreen, and in the considered conditions it amounts to an average of 6.5 db. The greatest value of noise increase at a wind speed of 5 m/s was measured at incidence angles of about 60⁰. Increasing the wind speed to 10 m/s, the noise increases as well (Figure 8), both within the tunnel (blue and purple lines) and outside it (red line). In these conditions, the level of the noise is lowest when the wind acts perpendicularly to the facade, i.e. in the direction of the sunscreen axis. The average noise increase in these conditions is 12 db. With a further increase in wind speed to the average value of 15 m/s, the level of the noise increases too (Figure 9), and the average increase of the noise generated by the sunscreen is 13 db. In addition to the noise intensity measurements, the FFT analysis (Figure 10) was also performed. The appearance of tonal components within the spectrum can be noticed at certain incidence angles. At a wind speed of 15 m/s the appearance of tonal components can be observed within the signal spectrum, however, they are not audible. With a further increase in the wind speed, the noise level further increases, thus at a speed of 20 m/s the noise level due to mounting of the sunscreen increases (Figure 11) by an average of 13.5 db. In addition to the noise increase, at the wind speeds of 20 m/s the tonal components get more pronounced and very audible (Figure 12). 5

7 Figure 7 Sound pressure levels for wind speed of 5 m/s Figure 8 Sound pressure levels for wind speed of 10 m/s Figure 9 Sound pressure levels for wind speed of 15 m/s 6

8 Figure 10 FFT analysis for the first testing phase at speed of 15 m/s and incidence angle of 105 Figure 11 Sound pressure levels for wind speed of 20 m/s Figure 12 FFT analysis for the first testing phase at speed of 20 m/s and incidence angle of 100 7

9 3.2 Interaction of two segments After single segment testing, the measurement of noise generated by two segments spaced at a distance of 110 cm was done in order to assess their possible interaction. The measurement results are presented in Figure 13 and they show that there is no negative interaction of the sunscreens on noise generation. Figure 13 Sound pressure level for wind speed of 10 m/s interaction of two sunscreens Based on the experience and measurement results it can be said that the interaction between two sunscreens is favorable, because at certain wind incidence angles the wind speed decreases at the slipstream. 3.3 Facade element After testing the sunscreens, a ground floor facade element was also tested. The measurement results are presented in Figure 14. Blue line represents noise levels with ground floor facade element present in the wind tunnel work section. Purple line represents noise levels in the empty wind tunnel work section. Figure 14 Sound pressure level for wind speed of 10 m/s ground floor facade element 4. CONCLUSIONS The measurement of noise generated by facade elements on was performed. The measurements were carried out in a wind tunnel where one sunscreen segment having a height of 50 cm was tested at wind speeds up to 20 m/s, and two connected elements having a height of 100 cm were tested at wind 8

10 View publication stats INTER-NOISE 2016 speeds up to 10 m/s. The elements were tested in the conditions when the wind acts perpendicularly to the facade, which is an angle of 0⁰ in relation to the sunscreen axis, up to the angle of 135⁰ between the sunscreen axis and the wind direction. The results of measurements in the wind tunnel show that the tested facade elements increase the sound pressure level at a wind speed of 20 m/s for a maximum of db, and that there is no significant increase in noise due to the interaction of two sunscreens (up to a speed of 10 m/s). Tests showed some correlation between noise levels and wind incidence angle, and a clear correlation between noise levels and wind speed. Based on the measurements it can be concluded that close to the sunscreen there will be present significant noise levels caused by the wind having a speed of 20 m/s. The generated noise is broadband and increases with the increase of wind speed. The measurements showed the occurrence of tonal components in the spectrum at certain wind incidence angles. The tonal component appeared in the signal spectrum at a wind speed of 15 m/s, however, they were not audible. At a wind speed of 20 m/s tonal components became more pronounced and very audible. It can be concluded that the mounting of the sunscreens on the facade will at certain wind speeds generate a significant level of noise. On the basis of the available meteorological data it can be assumed that the noise on the sunscreens (at higher floors) could occur with a one-month frequency. The interaction between two sunscreens is favorable, because at certain angles it reduces the wind speed at the slipstream sunscreen. Facade elements at the ground floor are not exposed to high wind speeds due to the development of the boundary layer and will not cause an increase in the sound pressure. REFERENCES 1. Master Catalogue, Bruel&Kjær electronic instruments, Nærum, Denmark, 1974, p 134 9

Wind tunnel tests of a non-typical stadium roof

Wind tunnel tests of a non-typical stadium roof Wind tunnel tests of a non-typical stadium roof G. Bosak 1, A. Flaga 1, R. Kłaput 1 and Ł. Flaga 1 1 Wind Engineering Laboratory, Cracow University of Technology, 31-864 Cracow, Poland. liwpk@windlab.pl

More information

Currents measurements in the coast of Montevideo, Uruguay

Currents measurements in the coast of Montevideo, Uruguay Currents measurements in the coast of Montevideo, Uruguay M. Fossati, D. Bellón, E. Lorenzo & I. Piedra-Cueva Fluid Mechanics and Environmental Engineering Institute (IMFIA), School of Engineering, Research

More information

7 th International Conference on Wind Turbine Noise Rotterdam 2 nd to 5 th May 2017

7 th International Conference on Wind Turbine Noise Rotterdam 2 nd to 5 th May 2017 7 th International Conference on Wind Turbine Noise Rotterdam 2 nd to 5 th May 2017 Sound power level measurements 3.0 ir. L.M. Eilders, Peutz bv: l.eilders@peutz.nl ing. E.H.A. de Beer, Peutz bv: e.debeer@peutz.nl

More information

Influence of the external dynamic wind pressure on the ventilation of double facades

Influence of the external dynamic wind pressure on the ventilation of double facades Influence of the external dynamic wind pressure on the ventilation of double facades Claudia Ziller & Bernd Döring Institute of steel construction, Aachen, Germany ABSTRACT: The ventilation rate in the

More information

Full scale measurements and simulations of the wind speed in the close proximity of the building skin

Full scale measurements and simulations of the wind speed in the close proximity of the building skin Full scale measurements and simulations of the wind speed in the close proximity of the building skin Radoslav Ponechal 1,* and Peter Juras 1 1 University of Zilina, Faculty of Civil Engineering, Department

More information

Pressure coefficient on flat roofs of rectangular buildings

Pressure coefficient on flat roofs of rectangular buildings Pressure coefficient on flat roofs of rectangular buildings T. Lipecki 1 1 Faculty of Civil Engineering and Architecture, Lublin University of Technology, Poland. t.lipecki@pollub.pl Abstract The paper

More information

EFFECTS OF SIDEWALL OPENINGS ON THE WIND LOADS ON PIPE-FRAMED GREENHOUSES

EFFECTS OF SIDEWALL OPENINGS ON THE WIND LOADS ON PIPE-FRAMED GREENHOUSES The Seventh Asia-Pacific Conference on Wind Engineering, November 8-12, 29, Taipei, Taiwan EFFECTS OF SIDEWALL OPENINGS ON THE WIND LOADS ON PIPE-FRAMED GREENHOUSES Yasushi Uematsu 1, Koichi Nakahara 2,

More information

DESIGN AND CHARACTERISTICS OF A LARGE BOUNDARY- LAYER WIND TUNNEL WITH TWO TEST SECTIONS

DESIGN AND CHARACTERISTICS OF A LARGE BOUNDARY- LAYER WIND TUNNEL WITH TWO TEST SECTIONS The Seventh Asia-Pacific Conference on Wind Engineering, November 8-12, 2009, Taipei, Taiwan DESIGN AND CHARACTERISTICS OF A LARGE BOUNDARY- LAYER WIND TUNNEL WITH TWO TEST SECTIONS Kai Chen 1, Xin-Yang

More information

EXPERIMENTAL STUDY OF WIND PRESSURES ON IRREGULAR- PLAN SHAPE BUILDINGS

EXPERIMENTAL STUDY OF WIND PRESSURES ON IRREGULAR- PLAN SHAPE BUILDINGS BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, 2-24 8 EXPERIMENTAL STUDY OF WIND PRESSURES ON IRREGULAR- PLAN SHAPE BUILDINGS J. A. Amin and A. K. Ahuja

More information

Aerodynamic Measures for the Vortex-induced Vibration of π-shape Composite Girder in Cable-stayed Bridge

Aerodynamic Measures for the Vortex-induced Vibration of π-shape Composite Girder in Cable-stayed Bridge Aerodynamic Measures for the Vortex-induced Vibration of π-shape Composite Girder in Cable-stayed Bridge *Feng Wang 1), Jialing Song 2), Tuo Wu 3), and Muxiong Wei 4) 1), 2, 3), 4) Highway School, Chang

More information

A comparison of NACA 0012 and NACA 0021 self-noise at low Reynolds number

A comparison of NACA 0012 and NACA 0021 self-noise at low Reynolds number A comparison of NACA 12 and NACA 21 self-noise at low Reynolds number A. Laratro, M. Arjomandi, B. Cazzolato, R. Kelso Abstract The self-noise of NACA 12 and NACA 21 airfoils are recorded at a Reynolds

More information

PHYSICAL AND NUMERICAL MODELLING OF WAVE FIELD IN FRONT OF THE CONTAINER TERMINAL PEAR - PORT OF RIJEKA (ADRIATIC SEA)

PHYSICAL AND NUMERICAL MODELLING OF WAVE FIELD IN FRONT OF THE CONTAINER TERMINAL PEAR - PORT OF RIJEKA (ADRIATIC SEA) PHYSICAL AND NUMERICAL MODELLING OF WAVE FIELD IN FRONT OF THE CONTAINER TERMINAL PEAR - PORT OF RIJEKA (ADRIATIC SEA) DALIBOR CAREVIĆ (1), GORAN LONČAR (1), VLADIMIR ANDROČEC (1) & MARIN PALADIN (1) 1.

More information

Wind Flow Validation Summary

Wind Flow Validation Summary IBHS Research Center Validation of Wind Capabilities The Insurance Institute for Business & Home Safety (IBHS) Research Center full-scale test facility provides opportunities to simulate natural wind conditions

More information

The Seventh International Colloquium on Bluff Body Aerodynamics and Applications (BBAA7) Shanghai, China; September 2-6, 2012 Wind tunnel measurements

The Seventh International Colloquium on Bluff Body Aerodynamics and Applications (BBAA7) Shanghai, China; September 2-6, 2012 Wind tunnel measurements The Seventh International Colloquium on Bluff Body Aerodynamics and Applications (BBAA7) Shanghai, China; September 2-6, 2012 Wind tunnel measurements of aeroelastic guyed mast models a, Tomasz Lipecki

More information

Uncertainties in Environmental Noise Assessments ISO 1996, Effects of Instrument Class and Residual Sound

Uncertainties in Environmental Noise Assessments ISO 1996, Effects of Instrument Class and Residual Sound Uncertainties in Environmental Noise Assessments ISO 1996, Effects of Instrument Class and Residual Sound Douglas Manvell, Erik Aflalo Brüel & Kjær Sound & Vibration A/S, Skodsborgvej 307, DK-2850 Nærum,

More information

Fig 2.17: Topographic model: snow-free area (Snow boundary = red) Contour interval of 1 m.

Fig 2.17: Topographic model: snow-free area (Snow boundary = red) Contour interval of 1 m. Fig 2.17: Topographic model: snow-free area (Snow boundary = red) Contour interval of 1 m. Fig 2.18: Utsteinen ridge characteristics: (1) Utsteinen ridge granite bedrock; (2) Compacted snow (west-side);

More information

Wind Tunnel Testing of Crossgrip Roof Walkway Matting

Wind Tunnel Testing of Crossgrip Roof Walkway Matting School of Aerospace, Automotive & Design Engineering Consultancy Report No: 03/00015 Wind Tunnel Testing of Crossgrip Roof Walkway Matting Consultant: Dr. K.J. Hart June 2004 For: Plastic Extruders Ltd

More information

Design process to evaluate potential of wind noise at façade elements

Design process to evaluate potential of wind noise at façade elements Design process to evaluate potential of wind noise at façade elements Dr.Cristina Paduano 1, Dr.Jennifer Keenahan 1, Réamonn Mac Réamoinn 1 1 Arup, 50 Ringsend Road, Dublin 4, Ireland email: cristina.paduano@arup.com,

More information

DETERMINATION OF SOUND POWER LEVEL OF A TRANSFORMER

DETERMINATION OF SOUND POWER LEVEL OF A TRANSFORMER DETERMINATION OF SOUND POWER LEVEL OF A TRANSFORMER Prepared for: McLean s Mountain Wind GP Inc. 30 St. Clair Avenue West, 12 th Floor Toronto, ON M4V 3A1 November 20, 2014 1 INTRODUCTION HGC Engineering

More information

ESB TONAL NOISE ASSESSMENT. 30 May West Offaly Power Station. Report Author: Stephen Kearney

ESB TONAL NOISE ASSESSMENT. 30 May West Offaly Power Station. Report Author: Stephen Kearney Allegro Acoustics Limited, Unit 2A Riverside, Tallaght Business Park, Tallaght, Dublin 24 Tel/Fax: +353 (0) 1 4140485 ESB West Offaly Power Station TONAL NOISE ASSESSMENT 30 May 2016 Report Author: Stephen

More information

M. Mikkonen.

M. Mikkonen. Wind study by using mobile sodar technology M. Mikkonen Oulu University of Applied Sciences, School of Engineering, Oulu, Finland t3mimi00@students.oamk.com Abstract In this paper is presented a concept

More information

SPECTRAL CHARACTERISTICS OF FLUCTUATING WIND LOADS ON A SEPARATE TWIN-BOX DECK WITH CENTRAL SLOT

SPECTRAL CHARACTERISTICS OF FLUCTUATING WIND LOADS ON A SEPARATE TWIN-BOX DECK WITH CENTRAL SLOT The Seventh Asia-Pacific Conference on Wind Engineering, November 8-, 009, Taipei, Taiwan SPECTRAL CHARACTERISTICS OF FLUCTUATING WIND LOADS ON A SEPARATE TWIN-BOX DEC WITH CENTRAL SLOT Le-Dong Zhu, Shui-Bing

More information

Chs. 16 and 17 Mechanical Waves

Chs. 16 and 17 Mechanical Waves Chs. 16 and 17 Mechanical Waves The nature of waves A wave is a traveling disturbance that carries energy from one place to another, and even though matter may be disturbed as a wave travels through a

More information

Quantification of the Effects of Turbulence in Wind on the Flutter Stability of Suspension Bridges

Quantification of the Effects of Turbulence in Wind on the Flutter Stability of Suspension Bridges Quantification of the Effects of Turbulence in Wind on the Flutter Stability of Suspension Bridges T. Abbas 1 and G. Morgenthal 2 1 PhD candidate, Graduate College 1462, Department of Civil Engineering,

More information

PRESSURE DISTRIBUTION OF SMALL WIND TURBINE BLADE WITH WINGLETS ON ROTATING CONDITION USING WIND TUNNEL

PRESSURE DISTRIBUTION OF SMALL WIND TURBINE BLADE WITH WINGLETS ON ROTATING CONDITION USING WIND TUNNEL International Journal of Mechanical and Production Engineering Research and Development (IJMPERD ) ISSN 2249-6890 Vol.2, Issue 2 June 2012 1-10 TJPRC Pvt. Ltd., PRESSURE DISTRIBUTION OF SMALL WIND TURBINE

More information

Measurement and simulation of the flow field around a triangular lattice meteorological mast

Measurement and simulation of the flow field around a triangular lattice meteorological mast Measurement and simulation of the flow field around a triangular lattice meteorological mast Matthew Stickland 1, Thomas Scanlon 1, Sylvie Fabre 1, Andrew Oldroyd 2 and Detlef Kindler 3 1. Department of

More information

The Usage of Propeller Tunnels For Higher Efficiency and Lower Vibration. M. Burak Şamşul

The Usage of Propeller Tunnels For Higher Efficiency and Lower Vibration. M. Burak Şamşul The Usage of Propeller Tunnels For Higher Efficiency and Lower Vibration M. Burak Şamşul ITU AYOC 2014 - Milper Pervane Teknolojileri Company Profile MILPER is established in 2011 as a Research and Development

More information

Queue analysis for the toll station of the Öresund fixed link. Pontus Matstoms *

Queue analysis for the toll station of the Öresund fixed link. Pontus Matstoms * Queue analysis for the toll station of the Öresund fixed link Pontus Matstoms * Abstract A new simulation model for queue and capacity analysis of a toll station is presented. The model and its software

More information

Aspects of Using CFD for Wind Comfort Modeling Around Tall Buildings

Aspects of Using CFD for Wind Comfort Modeling Around Tall Buildings 8 th International Congress on Advances in Civil Engineering, 15-17 September 2008 Eastern Mediterranean University, Famagusta, North Cyprus Aspects of Using CFD for Wind Comfort Modeling Around Tall Buildings

More information

Anemometry. Anemometry. Wind Conventions and Characteristics. Anemometry. Wind Variability. Anemometry. Function of an anemometer:

Anemometry. Anemometry. Wind Conventions and Characteristics. Anemometry. Wind Variability. Anemometry. Function of an anemometer: Anemometry Anemometry Function of an anemometer: Measure some or all of the components of the wind vector In homogeneous terrain, vertical component is small express wind as -D horizontal vector For some

More information

Citation Journal of Thermal Science, 18(4),

Citation Journal of Thermal Science, 18(4), NAOSITE: Nagasaki University's Ac Title Author(s) Noise characteristics of centrifuga diffuser (Noise reduction by means leading tip) Murakami, Tengen; Ishida, Masahiro; Citation Journal of Thermal Science,

More information

MEASUREMENTS ON THE SURFACE WIND PRESSURE CHARACTERISTICS OF TWO SQUARE BUILDINGS UNDER DIFFERENT WIND ATTACK ANGLES AND BUILDING GAPS

MEASUREMENTS ON THE SURFACE WIND PRESSURE CHARACTERISTICS OF TWO SQUARE BUILDINGS UNDER DIFFERENT WIND ATTACK ANGLES AND BUILDING GAPS BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, 2-24 28 MEASUREMENTS ON THE SURFACE WIND PRESSURE CHARACTERISTICS OF TWO SQUARE BUILDINGS UNDER DIFFERENT

More information

Fig. 2 Superior operation of the proposed intelligent wind turbine generator. Fig.3 Experimental apparatus for the model wind rotors

Fig. 2 Superior operation of the proposed intelligent wind turbine generator. Fig.3 Experimental apparatus for the model wind rotors Proceedings of International Symposium on EcoTopia Science 27, ISETS7 (27) Intelligent Wind Turbine Generator with Tandem Rotors (Acoustic Noise of Tandem Wind Rotors) Toshiaki Kanemoto1, Nobuhiko Mihara2

More information

Wake Effects from Wind Turbines

Wake Effects from Wind Turbines Wake Effects from Wind Turbines Brian Wareing Brian Wareing.Tech Ltd Chester, UK Secretary WG28 Meteorology for overhead lines Wind power Over 70GW installed capacity of wind power world-wide Europe is

More information

Pressure distribution of rotating small wind turbine blades with winglet using wind tunnel

Pressure distribution of rotating small wind turbine blades with winglet using wind tunnel Journal of Scientific SARAVANAN & Industrial et al: Research PRESSURE DISTRIBUTION OF SMALL WIND TURBINE BLADES WITH WINGLET Vol. 71, June 01, pp. 45-49 45 Pressure distribution of rotating small wind

More information

Free Surface Flow Simulation with ACUSIM in the Water Industry

Free Surface Flow Simulation with ACUSIM in the Water Industry Free Surface Flow Simulation with ACUSIM in the Water Industry Tuan Ta Research Scientist, Innovation, Thames Water Kempton Water Treatment Works, Innovation, Feltham Hill Road, Hanworth, TW13 6XH, UK.

More information

23 RD INTERNATIONAL SYMPOSIUM ON BALLISTICS TARRAGONA, SPAIN APRIL 2007

23 RD INTERNATIONAL SYMPOSIUM ON BALLISTICS TARRAGONA, SPAIN APRIL 2007 23 RD INTERNATIONAL SYMPOSIUM ON BALLISTICS TARRAGONA, SPAIN 16-20 APRIL 2007 AN INVESTIGATION INTO THE INTERRELATION BETWEEN THE INTERNAL AND EXTERNAL BALLISTICS OF FIRING A TP-T TANK AMMUNITION M. H.

More information

PRESSURE FLUCTUATIONS ACTING ON A TAPERED TALL BUILDING

PRESSURE FLUCTUATIONS ACTING ON A TAPERED TALL BUILDING The Seventh Asia-Pacific Conference on Wind Engineering, November 8-12, 29, Taipei, Taiwan PRESSURE FLUCTUATIONS ACTING ON A TAPERED TALL BUILDING Young-Moon Kim 1, Ki-Pyo You 1, Jang-Youl You 2 and Chang-Hyun

More information

External Pressure Coefficients on Saw-tooth and Mono-sloped Roofs

External Pressure Coefficients on Saw-tooth and Mono-sloped Roofs External Pressure Coefficients on Saw-tooth and Mono-sloped Roofs Authors: Bo Cui, Ph.D. Candidate, Clemson University, 109 Lowry Hall, Clemson, SC 9634-0911, boc@clemson.edu David O. Prevatt, Assistant

More information

Conditions for occurrence of vortex shedding on a large cable stayed bridge. Full scale data from monitoring system

Conditions for occurrence of vortex shedding on a large cable stayed bridge. Full scale data from monitoring system Conditions for occurrence of vortex shedding on a large cable stayed bridge. Full scale data from monitoring system O. Flamand 1, F. De Oliveira 1 and A. Stathopoulos-Vlamis, P. Papanikolas 2 1 Centre

More information

NUMERICAL INVESTIGATION OF THE FLOW BEHAVIOUR IN A MODERN TRAFFIC TUNNEL IN CASE OF FIRE INCIDENT

NUMERICAL INVESTIGATION OF THE FLOW BEHAVIOUR IN A MODERN TRAFFIC TUNNEL IN CASE OF FIRE INCIDENT - 277 - NUMERICAL INVESTIGATION OF THE FLOW BEHAVIOUR IN A MODERN TRAFFIC TUNNEL IN CASE OF FIRE INCIDENT Iseler J., Heiser W. EAS GmbH, Karlsruhe, Germany ABSTRACT A numerical study of the flow behaviour

More information

INSTRUCTION MANUAL. Microphone Type 4966 for Hand held Analyzer Types 2250, 2250 L and Supplement to Instruction Manual BE 1712

INSTRUCTION MANUAL. Microphone Type 4966 for Hand held Analyzer Types 2250, 2250 L and Supplement to Instruction Manual BE 1712 INSTRUCTION MANUAL Microphone Type 4966 for Hand held Analyzer Types 2250, 2250 L and 2270 Supplement to Instruction Manual BE 1712 BE 1897 11 English Microphone Type 4966 for Hand-held Analyzer Types

More information

Available online at ScienceDirect. Procedia Engineering 112 (2015 )

Available online at  ScienceDirect. Procedia Engineering 112 (2015 ) Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 112 (2015 ) 540 545 7th Asia-Pacific Congress on Sports Technology, APCST 2015 Movement variability of professional pool billiards

More information

COMPARISONS OF COMPUTATIONAL FLUID DYNAMICS AND

COMPARISONS OF COMPUTATIONAL FLUID DYNAMICS AND The Seventh Asia-Pacific Conference on Wind Engineering, November 8-12, 2009, Taipei, Taiwan COMPARISONS OF COMPUTATIONAL FLUID DYNAMICS AND WIND TUNNEL EXPERIMENTS FOR PEDESTRIAN WIND ENVIRONMENTS Chin-Hsien

More information

Wind action on small sky observatory ScopeDome

Wind action on small sky observatory ScopeDome Wind action on small sky observatory ScopeDome A.Flaga a, G. Bosak a, Ł. Flaga b, G. Kimbar a, M. Florek a a Wind Engineering Laboratory, Cracow University of Technology, Cracow, Poland, LIWPK@windlab.pl

More information

Numerical and Experimental Investigation of the Possibility of Forming the Wake Flow of Large Ships by Using the Vortex Generators

Numerical and Experimental Investigation of the Possibility of Forming the Wake Flow of Large Ships by Using the Vortex Generators Second International Symposium on Marine Propulsors smp 11, Hamburg, Germany, June 2011 Numerical and Experimental Investigation of the Possibility of Forming the Wake Flow of Large Ships by Using the

More information

Available online at ScienceDirect. Procedia Engineering 161 (2016 )

Available online at  ScienceDirect. Procedia Engineering 161 (2016 ) Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 161 (216 ) 1845 1851 World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium 216, WMCAUS 216 Experimental

More information

Wind Tunnel Study on Spanwise Correlation of Aerodynamic Forces on a 5:1 Rectangular Cylinder

Wind Tunnel Study on Spanwise Correlation of Aerodynamic Forces on a 5:1 Rectangular Cylinder The Eighth Asia-Pacific Conference on Wind Engineering, December 10 1, 2013, Chennai, India Wind Tunnel Study on Spanwise Correlation of Aerodynamic Forces on a 5:1 Rectangular Cylinder Xiaobing Liu 1,

More information

E. Agu, M. Kasperski Ruhr-University Bochum Department of Civil and Environmental Engineering Sciences

E. Agu, M. Kasperski Ruhr-University Bochum Department of Civil and Environmental Engineering Sciences EACWE 5 Florence, Italy 19 th 23 rd July 29 Flying Sphere image Museo Ideale L. Da Vinci Chasing gust fronts - wind measurements at the airport Munich, Germany E. Agu, M. Kasperski Ruhr-University Bochum

More information

2013 Wall of Wind (WoW) Contest Informational Workshop

2013 Wall of Wind (WoW) Contest Informational Workshop 2013 Wall of Wind (WoW) Contest Informational Workshop Presented By: Ioannis Zisis February 22, 2013 With Contributions By: Dr. Girma Bitsuamlak, Roy Liu, Walter Conklin, Dr. Arindam Chowdhury, Jimmy Erwin,

More information

Vertical Wind Energy Engineering Design and Evaluation of a Twisted Savonius Wind Turbine

Vertical Wind Energy Engineering Design and Evaluation of a Twisted Savonius Wind Turbine Design and Evaluation of a Twisted Savonius Wind Turbine Ian Duffett Jeff Perry Blaine Stockwood Jeremy Wiseman Outline Problem Definition Introduction Concept Selection Design Fabrication Testing Results

More information

AF100. Subsonic Wind Tunnel AERODYNAMICS. Open-circuit subsonic wind tunnel for a wide range of investigations into aerodynamics

AF100. Subsonic Wind Tunnel AERODYNAMICS. Open-circuit subsonic wind tunnel for a wide range of investigations into aerodynamics Open-circuit subsonic wind tunnel for a wide range of investigations into aerodynamics Page 1 of 4 Works with Computer, chair and work table shown for photographic purposes only (not included) Screenshot

More information

School of Engineering & Technology University of Hertfordshire Hatfield, AL10 9AB. Wind Tunnel Testing of Crossgrip TPO Roof Walkway Matting

School of Engineering & Technology University of Hertfordshire Hatfield, AL10 9AB. Wind Tunnel Testing of Crossgrip TPO Roof Walkway Matting School of Engineering & Technology University of Hertfordshire Hatfield, AL10 9AB Wind Tunnel ing of Crossgrip TPO Roof Walkway Matting Consultant: Dr. Ken Hart (k.j.hart@herts.ac.uk) Consultancy Report

More information

Critical Gust Pressures on Tall Building Frames-Review of Codal Provisions

Critical Gust Pressures on Tall Building Frames-Review of Codal Provisions Dr. B.Dean Kumar Dept. of Civil Engineering JNTUH College of Engineering Hyderabad, INDIA bdeankumar@gmail.com Dr. B.L.P Swami Dept. of Civil Engineering Vasavi College of Engineering Hyderabad, INDIA

More information

GEA FOR ADVANCED STRUCTURAL DYNAMIC ANALYSIS

GEA FOR ADVANCED STRUCTURAL DYNAMIC ANALYSIS SMART SOLUTIONS FOR VIBRATION MONITORING GEA FOR ADVANCED STRUCTURAL DYNAMIC ANALYSIS ANALYSIS OF CIVIL STRUCTURES - EXPO MERLATA PEDESTRIAN BRIDGE ABSTRACT Civil structures and in particular bridges and

More information

APPLICATION OF RESEARCH RESULTS AT LM WIND POWER

APPLICATION OF RESEARCH RESULTS AT LM WIND POWER APPLICATION OF RESEARCH RESULTS AT LM WIND POWER Herning / March 27 / 2014 By Jesper Madsen Chief Engineer Aerodynamics and Acoustics AGENDA 1. EUDP Projects 1. DANAERO MW 2. Optimization of vortex generators

More information

THE BRIDGE COLLAPSED IN NOVEMBER 1940 AFTER 4 MONTHS OF ITS OPENING TO TRAFFIC!

THE BRIDGE COLLAPSED IN NOVEMBER 1940 AFTER 4 MONTHS OF ITS OPENING TO TRAFFIC! OUTLINE TACOMA NARROWS BRIDGE FLOW REGIME PAST A CYLINDER VORTEX SHEDDING MODES OF VORTEX SHEDDING PARALLEL & OBLIQUE FLOW PAST A SPHERE AND A CUBE SUMMARY TACOMA NARROWS BRIDGE, USA THE BRIDGE COLLAPSED

More information

Characterization of the sound spectrum of the wind regarding environmental studies, focused in wind energy devices

Characterization of the sound spectrum of the wind regarding environmental studies, focused in wind energy devices PROCEEDINGS of the 22 nd International Congress on Acoustics Wind Farm Noise: ICA2016-444 Characterization of the sound spectrum of the wind regarding environmental studies, focused in wind energy devices

More information

Special edition paper

Special edition paper Development of a Track Management Method for Shinkansen Speed Increases Shigeaki Ono** Takehiko Ukai* We have examined the indicators of appropriate track management that represent the ride comfort when

More information

FLOW CONSIDERATIONS IN INDUSTRIAL SILENCER DESIGN

FLOW CONSIDERATIONS IN INDUSTRIAL SILENCER DESIGN FLOW CONSIDERATIONS IN INDUSTRIAL SILENCER DESIGN George Feng, Kinetics Noise Control, Inc., 3570 Nashua Drive, Mississauga, Ontario Vadim Akishin, Kinetics Noise Control, Inc., 3570 Nashua Drive, Mississauga,

More information

ICE PRESSURE MEASUREMENT UNDER FLOWING CONDITIONS ON HARBIN REACH OF SONGHUA RIVER

ICE PRESSURE MEASUREMENT UNDER FLOWING CONDITIONS ON HARBIN REACH OF SONGHUA RIVER Ice in the Environment: Proceedings of the 16th IAHR International Symposium on Ice Dunedin, New Zealand, 2nd 6th December 2002 International Association of Hydraulic Engineering and Research ICE PRESSURE

More information

Appendix E Cat Island Borrow Area Analysis

Appendix E Cat Island Borrow Area Analysis Appendix E Cat Island Borrow Area Analysis ERDC/CHL Letter Report 1 Cat Island Borrow Area Analysis Multiple borrow area configurations were considered for Cat Island restoration. Borrow area CI1 is located

More information

SIMULATION OF THE FLOW FIELD CHARACTERISTICS OF TRANSIENT FLOW

SIMULATION OF THE FLOW FIELD CHARACTERISTICS OF TRANSIENT FLOW The Seventh Asia-Pacific Conference on Wind Engineering, November 8-12, 2009, Taipei, Taiwan SIMULATION OF THE FLOW FIELD CHARACTERISTICS OF TRANSIENT FLOW S. Cao 1, Y. Zhao 2, H. Ozono, Y. Tamura, A.Kareem

More information

WAVES. Pulses are disturbances or a single wave motion. A continuous production of pulses will give rise to a progressive wave (wave train).

WAVES. Pulses are disturbances or a single wave motion. A continuous production of pulses will give rise to a progressive wave (wave train). 1 WAVES Types of Waves Pulses Pulses are disturbances or a single wave motion. A continuous production of pulses will give rise to a progressive wave (wave train). Progressive Waves A progressive wave

More information

A Wind-Tunnel Study of a Cubic Rooftop AC Unit on a Low Building

A Wind-Tunnel Study of a Cubic Rooftop AC Unit on a Low Building A Wind-Tunnel Study of a Cubic Rooftop AC Unit on a Low Building Noriaki Hosoya, 1 Jack E. Cermak, 2 and Chris Steele 3 Abstract A wind-tunnel test was conducted to determine gust wind loads on simple

More information

Observations of noise generated by nonlinear internal waves on the continental shelf during the SW06 experiment

Observations of noise generated by nonlinear internal waves on the continental shelf during the SW06 experiment Observations of noise generated by nonlinear internal waves on the continental shelf during the SW06 experiment A. Serebryany¹ ², A. Newhall¹, and J. Lynch¹ ¹ Woods Hole Oceanographic Institution, ² Andreyev

More information

Physical Science 1 Chapter 6 WAVES. A wave is a disturbance that is propagated through a system. Waves transfer energy.

Physical Science 1 Chapter 6 WAVES. A wave is a disturbance that is propagated through a system. Waves transfer energy. WAVES Concept of Wave A wave is a disturbance that is propagated through a system. Waves transfer energy. Crest: the highest point on a wave. Trough: the lowest point on a wave. Amplitude: the maximum

More information

Wind Turbine Noise Emission Customised Solutions for French Legislation

Wind Turbine Noise Emission Customised Solutions for French Legislation Wind Turbine Noise Emission Customised Solutions for French Legislation Énergie éolienne et innovation : quelles solutions face aux exigences techniques, réglementaires et environnementales? MEDDTL le

More information

LONGITUDINAL AIR VELOCITY CONTROL IN A ROAD TUNNEL DURING A FIRE EVENT

LONGITUDINAL AIR VELOCITY CONTROL IN A ROAD TUNNEL DURING A FIRE EVENT - 27 - LONGITUDINAL AIR VELOCITY CONTROL IN A ROAD TUNNEL DURING A FIRE EVENT R. Borchiellini, V. Ferro, V. Giaretto Energy Department Politecnico di Torino Italy ABSTRACT Ventilation equipment is used

More information

Friction properties of the face of a hand-held tennis racket

Friction properties of the face of a hand-held tennis racket Available online at www.sciencedirect.com Procedia Engineering 34 (2012 ) 544 549 9 th Conference of the International Sports Engineering Association (ISEA) Friction properties of the face of a hand-held

More information

EXPERIMENTAL ANALYSIS OF THE CONFLUENT BOUNDARY LAYER BETWEEN A FLAP AND A MAIN ELEMENT WITH SAW-TOOTHED TRAILING EDGE

EXPERIMENTAL ANALYSIS OF THE CONFLUENT BOUNDARY LAYER BETWEEN A FLAP AND A MAIN ELEMENT WITH SAW-TOOTHED TRAILING EDGE 24 TH INTERNATIONAL CONGRESS OF THE AERONAUTICAL SCIENCES EXPERIMENTAL ANALYSIS OF THE CONFLUENT BOUNDARY LAYER BETWEEN A FLAP AND A MAIN ELEMENT WITH SAW-TOOTHED TRAILING EDGE Lemes, Rodrigo Cristian,

More information

Similarly to elastic waves, sound and other propagated waves are graphically shown by the graph:

Similarly to elastic waves, sound and other propagated waves are graphically shown by the graph: Phys 300/301 Physics: Algebra/Trig Eugene Hecht, 3e. Prepared 01/24/06 11.0 Waves & Sounds There are two fundamental waves of transporting energy and momentum: particles and waves. While they seem opposites,

More information

Ch16Lectures Page 1. Ch16Lectures Thursday, April 16, :22 PM

Ch16Lectures Page 1. Ch16Lectures Thursday, April 16, :22 PM Ch16Lectures Page 1 Ch16Lectures Thursday, April 16, 2009 12:22 PM Ch16Lectures Page 2 Ch16Lectures Page 3 Ch16Lectures Page 4 The following animation illustrates the interference of two wave pulses travelling

More information

Analyses of the mechanisms of amplitude modulation of aero-acoustic wind turbine sound

Analyses of the mechanisms of amplitude modulation of aero-acoustic wind turbine sound Analyses of the mechanisms of amplitude modulation of aero-acoustic wind turbine sound Andreas Fischer Helge Aagaard Madsen Knud Abildgaard Kragh Franck Bertagnolio DTU Wind Energy Technical University

More information

A Study on Roll Damping of Bilge Keels for New Non-Ballast Ship with Rounder Cross Section

A Study on Roll Damping of Bilge Keels for New Non-Ballast Ship with Rounder Cross Section International Ship Stability Workshop 2013 1 A Study on Roll Damping of Bilge Keels for New Non-Ballast Ship with Rounder Cross Section Tatsuya Miyake and Yoshiho Ikeda Department of Marine System Engineering,

More information

Akasison Flow phenomena of a siphonic roof outlet

Akasison Flow phenomena of a siphonic roof outlet Akasison Flow phenomena of a siphonic roof outlet Ir. Marc Buitenhuis MTD Hydraulic research engineer Akatherm BV, Panningen, The Netherlands 06-01-2011 Abstract So far the investigations on siphonic roof

More information

Gorge Wind Characteristics in Mountainous Area in South-West China Based on Field Measurement

Gorge Wind Characteristics in Mountainous Area in South-West China Based on Field Measurement Gorge Wind Characteristics in Mountainous Area in South-West China Based on Field Measurement *Yingzi Zhong 1) and Mingshui Li 2) 1), 2) Research Centre for Wind Engineering, Southwest Jiaotong University,

More information

Subsonic Wind Tunnel 300 mm

Subsonic Wind Tunnel 300 mm aerodynamics AF1300 An open circuit suction subsonic wind tunnel with a working section of 300 mm by 300 mm and 600 mm long Screenshot of the optional VDAS software Saves time and money compared to full-scale

More information

Effects of wind incidence angle on wind pressure distribution on square plan tall buildings

Effects of wind incidence angle on wind pressure distribution on square plan tall buildings J. Acad. Indus. Res. Vol. 1(12) May 2013 747 RESEARCH ARTICLE ISSN: 2278-5213 Effects of wind incidence angle on wind pressure distribution on square plan tall buildings S.K. Verma 1, A.K. Ahuja 2* and

More information

6. EXPERIMENTAL METHOD. A primary result of the current research effort is the design of an experimental

6. EXPERIMENTAL METHOD. A primary result of the current research effort is the design of an experimental 6. EXPERIMENTAL METHOD 6.1 Introduction A primary result of the current research effort is the design of an experimental setup that can simulate the interaction of a windmill with a vortex wake and record

More information

Wind Project Siting & Resource Assessment

Wind Project Siting & Resource Assessment Wind Project Siting & Resource Assessment David DeLuca, Project Manager AWS Truewind, LLC 463 New Karner Road Albany, NY 12205 ddeluca@awstruewind.com www.awstruewind.com AWS Truewind - Overview Industry

More information

MICROPHONE WIND SPEED LIMITS DURING WIND FARM NOISE MEASUREMENTS

MICROPHONE WIND SPEED LIMITS DURING WIND FARM NOISE MEASUREMENTS MICROPHONE WIND SPEED LIMITS DURING WIND FARM NOISE MEASUREMENTS Abstract Jon Cooper 1 and Tom Evans 2 1 Resonate Acoustics, Level 1/23 Peel St, Adelaide SA 5000, Australia Email: jon.cooper@resonateacoustics.com

More information

Measurement of Air Flow Rate in a Naturally Ventilated Double Skin Facade Larsen, Olena Kalyanova; Jensen, Rasmus Lund; Heiselberg, Per Kvols

Measurement of Air Flow Rate in a Naturally Ventilated Double Skin Facade Larsen, Olena Kalyanova; Jensen, Rasmus Lund; Heiselberg, Per Kvols Aalborg Universitet Measurement of Air Flow Rate in a Naturally Ventilated Double Skin Facade Larsen, Olena Kalyanova; Jensen, Rasmus Lund; Heiselberg, Per Kvols Published in: Proceedings of Roomvent 2007

More information

Effect of airflow direction on human perception of draught

Effect of airflow direction on human perception of draught Effect of airflow direction on human perception of draught J. Toftum, G. Zhou, A. Melikov Laboratory of Indoor Environment and Energy Department of Energy Engineering Technical University of Denmark Abstract

More information

ANALYSIS FOR WIND CHARACTERISTICS IN TELUK KALUNG, KEMAMAN, TERENGGANU Muhammad Hisyam Abdullah 1, Mohamad Idris Bin Ali 1 and Ngien Su Kong 1

ANALYSIS FOR WIND CHARACTERISTICS IN TELUK KALUNG, KEMAMAN, TERENGGANU Muhammad Hisyam Abdullah 1, Mohamad Idris Bin Ali 1 and Ngien Su Kong 1 International Journal of Science, Environment and Technology, Vol. 5, No 6, 2016, 3827 3833 ISSN 2278-3687 (O) 2277-663X (P) ANALYSIS FOR WIND CHARACTERISTICS IN TELUK KALUNG, KEMAMAN, TERENGGANU Muhammad

More information

AN INVESTIGATION OF LONGITUDINAL VENTILATION FOR SHORT ROAD TUNNELS WITH HIGH FIRE HRR

AN INVESTIGATION OF LONGITUDINAL VENTILATION FOR SHORT ROAD TUNNELS WITH HIGH FIRE HRR - 9 - AN INVESTIGATION OF LONGITUDINAL VENTILATION FOR SHORT ROAD TUNNELS WITH HIGH FIRE HRR O Gorman S., Nuttall R., Purchase A. Parsons Brinckerhoff, Australia ABSTRACT Recent fire tests for tunnels

More information

RESILIENT INFRASTRUCTURE June 1 4, 2016

RESILIENT INFRASTRUCTURE June 1 4, 2016 RESILIENT INFRASTRUCTURE June 4, 26 EFFECT OF WIND SPEED AND TERRAIN EXPOSURE ON THE WIND PRESSURES FOR ELEVATED STEEL CONICAL TANKS Ahmed Musa Ph.D Candidate, Western University, Canada Haitham Aboshosha

More information

Characteristics of Pedestrian Level Wind Environment in Twisted Wind Flow around Isolated Buildings

Characteristics of Pedestrian Level Wind Environment in Twisted Wind Flow around Isolated Buildings Characteristics of Pedestrian Level Wind Environment in Twisted Wind Flow around Isolated Buildings * X. Zhang ) A.U. Weerasuriya 2), K.T. Tse 3) and K.C.S. Kwok 4) ), 2) Department of Civil and Environmental

More information

inter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering August 2000, Nice, FRANCE

inter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering August 2000, Nice, FRANCE Copyright SFA - InterNoise 2000 1 inter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering 27-30 August 2000, Nice, FRANCE I-INCE Classification: 4.5 THE PROPAGATION

More information

Appendix 5: Currents in Minas Basin. (Oceans Ltd. 2009)

Appendix 5: Currents in Minas Basin. (Oceans Ltd. 2009) Appendix 5: Currents in Minas Basin (Oceans Ltd. 29) Current in Minas Basin May 1, 28 March 29, 29 Submitted To: Minas Basin Pulp and Power P.O. Box 41 53 Prince Street Hansport, NS, BP 1P by 22, Purdy

More information

Oldman 2 Wind Farm Limited

Oldman 2 Wind Farm Limited Decision 22676-D01-2017 Spring 2017 Post-Construction Sound Survey at Receptors B, J and K August 1, 2017 Alberta Utilities Commission Decision 22676-D01-2017 Proceeding 22676 Application 22676-A001 August

More information

Geometry Modification For Minimizing The Aeroelastics Effect

Geometry Modification For Minimizing The Aeroelastics Effect Geometry Modification For Minimizing The Aeroelastics Effect Fariduzzaman a, Subagyo a, Fadilah Hasim a and Matza Gusto Andika a a Aero-Gas dynamics and Vibration Laboratory (LAGG), BPPT, PUSPIPTEK, Serpong

More information

Wind Flow Model of Area Surrounding the Case Western Reserve University Wind Turbine

Wind Flow Model of Area Surrounding the Case Western Reserve University Wind Turbine Wind Flow Model of Area Surrounding the Case Western Reserve University Wind Turbine Matheus C. Fernandes 1, David H. Matthiesen PhD *2 1 Case Western Reserve University Dept. of Mechanical Engineering,

More information

Influence of non-standard atmospheric conditions on turbine noise levels near wind farms

Influence of non-standard atmospheric conditions on turbine noise levels near wind farms Influence of non-standard atmospheric conditions on turbine noise levels near wind farms Jonathan COOPER 1 ; Tom EVANS 1 ; Vahid ALAMSHAH 1 1 Resonate Acoustics, Australia ABSTRACT This paper investigates

More information

AIRFLOW AROUND CONIC TENSILE MEMBRANE STRUCTURES

AIRFLOW AROUND CONIC TENSILE MEMBRANE STRUCTURES AIRFLOW AROUND CONIC TENSILE MEMBRANE STRUCTURES A. M. ElNokaly 1, J. C. Chilton 2 and R. Wilson 1 1 School of the Built Environment, University of Nottingham, Nottingham, NG7 2RD, UK 2 School of Architecture,

More information

Dick Bowdler Acoustic Consultant

Dick Bowdler Acoustic Consultant Dick Bowdler Acoustic Consultant 01383 882 644 077 8535 2534 dick@dickbowdler.co.uk WIND SHEAR AND ITS EFFECT ON NOISE ASSESSMENT OF WIND TURBINES June 2009 The Haven, Low Causeway, Culross, Fife. KY12

More information

Aspects of Using CFD for Wind Comfort Modeling Around Tall Buildings Rasmussen, Michael Robdrup; Andersen, Lars Vabbersgaard

Aspects of Using CFD for Wind Comfort Modeling Around Tall Buildings Rasmussen, Michael Robdrup; Andersen, Lars Vabbersgaard Aalborg Universitet Aspects of Using CFD for Wind Comfort Modeling Around Tall Buildings Rasmussen, Michael Robdrup; Andersen, Lars Vabbersgaard Published in: Structural & Earthquake Engineering Publication

More information

The Challenge of Wave Scouring Design for the Confederation Bridge

The Challenge of Wave Scouring Design for the Confederation Bridge 13: Coastal and Ocean Engineering ENGI.8751 Undergraduate Student Forum Faculty of Engineering and Applied Science, Memorial University, St. John s, NL, Canada MARCH 2013 Paper Code. (13 - walsh) The Challenge

More information

1700 Webster Street Oakland, CA. Final Report. Pedestrian Wind Conditions Consultation Wind Tunnel Tests RWDI # July 16, 2015

1700 Webster Street Oakland, CA. Final Report. Pedestrian Wind Conditions Consultation Wind Tunnel Tests RWDI # July 16, 2015 Tel: 519.823.1311 Fax: 519.823.1316 Rowan Williams Davies & Irwin Inc. 650 Woodlawn Road West Guelph, Ontario, Canada N1K 1B8 1700 Webster Street Oakland, CA Final Report Pedestrian Wind Conditions Consultation

More information

Meteorological Measurements OWEZ

Meteorological Measurements OWEZ Meteorological Measurements OWEZ Half year report - 01-07-2008-31-12-2008 H. Korterink P.J. Eecen J.W. Wagenaar ECN-E--09-018 OWEZ_R_121_20080701-20081231_WIND_RESOURCE_2008_2 Abstract NoordzeeWind carries

More information