Performance of passive and reactive profiled median barriers in traffic noise reduction

Median noise barriers, like parallel noise barriers, can be employed to reduce the impact of traffic on roadside communities via the direct propagation path. The performance of different shapes of median barriers was compared using reactive and passive surfaces and a 2D boundary element method (BEM). In the case of reactive surfaces, quadratic residue diffusers (QRDs) and primitive root diffusers (PRDs) were used on the top and stem surfaces of median barriers. To introduce passive barriers, two different absorbent materials including fibrous material and a grass surface with flow resistivity of 20 000 and 2500 kg/(s·m2), respectively, were similarly applied. The effect of thin absorptive barriers was similar at lower frequencies and better at mid and high frequencies to that of their equivalent rigid barriers. More improvement was achieved by covering the top surface of thick barriers with grass rather than with fibrous material. The performance of QRD and PRD barriers where the diffuser was located on the top surface was more frequency dependent than that of barriers coated with fibrous material. A comparison of the average A-weighted insertion loss in the thick barriers showed that the greatest improvement (2.59 dB (A)) was achieved using a barrier of 30-cm thickness covered with grass.

[1]  T. Cox,et al.  A profiled structure with improved low frequency absorption , 2001 .

[2]  G. R. Watts,et al.  Effects on roadside noise levels of sound absorptive materials in noise barriers , 1999 .

[3]  Niranjan R. Londhe,et al.  Application of the ISO 13472-1 in situ technique for measuring the acoustic absorption coefficient of grass and artificial turf surfaces , 2009 .

[4]  D. Hothersall,et al.  Numerical Modelling of Median Road Traffic Noise Barriers , 2002 .

[5]  G. R. Watts Acoustic performance of parallel traffic noise barriers , 1996 .

[6]  M. Monazzam,et al.  Performance of T-shape barriers with top surface covered with absorptive quadratic residue diffusers , 2008 .

[7]  Marie-Annick Galland,et al.  Hybrid passive/active absorbers for flow ducts , 2005 .

[8]  G. R. Watts ACOUSTIC PERFORMANCE OF NEW DESIGNS OF TRAFFIC NOISE BARRIERS , 1993 .

[9]  M R Monazam OPTIMIZATION OF PROFILED DIFFUSER BARRIER USING THE NEW MULTIIMPEDANCE DISCONTINUITIES MODEL , 2009 .

[10]  Manfred R. Schroeder,et al.  Acoustic Absorbers and Diffusers, Theory, design and application , 2002 .

[11]  Yiu W. Lam,et al.  Performance of profiled single noise barriers covered with quadratic residue diffusers , 2005 .

[12]  P. Nassiri,et al.  CONTRIBUTION OF QUADRATIC RESIDUE DIFFUSERS TO EFFICIENCY OF TILTED PROFILE PARALLEL HIGHWAY NOISE BARRIERS , 2009 .

[13]  K Fujiwara,et al.  A STUDY ON THE SOUND ABSORPTION OF A QUADRATIC- RESIDUE TYPE DIFFUSER , 1995 .

[14]  Wu,et al.  From a profiled diffuser to an optimized absorber , 2000, The Journal of the Acoustical Society of America.

[15]  E. N. Bazley,et al.  Acoustical properties of fibrous absorbent materials , 1970 .

[16]  Kyoji Fujiwara,et al.  Noise barriers with reactive surfaces , 1998 .

[17]  S. Chandler-Wilde,et al.  EFFICIENCY OF SINGLE NOISE BARRIERS , 1991 .

[18]  C. F. Ng,et al.  THE ACOUSTIC PERFORMANCE OF AN INCLINED BARRIER FOR HIGH-RISE RESIDENTS , 2001 .

[19]  D. N. May,et al.  Highway noise barriers: new shapes , 1980 .

[20]  Simon N. Chandler-Wilde,et al.  Multiple-edge noise barriers , 1995 .