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by William Bowlby, Ph.D., P.E., President, and Geoffrey Pratt, P.E., Senior Engineer/Project Manager 1

by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

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Page 1: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

by William Bowlby, Ph.D., P.E., President, andGeoffrey Pratt, P.E., Senior Engineer/Project Manager

1

Page 2: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

NCHRP Report 791, Supplemental Guidance on the Application of FHWA's Traffic Noise Model (TNM)

(NCHRP Project 25-34)

2

Page 3: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

TNM Building Rows – akin to porous noise barriers

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Page 4: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Effect of height of building rows and percentage of blockage

Amount of noise reduction decreases: As distance from building

row increases As building percentage or

building height decreases Simple guidance is difficult

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Page 5: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Noise reduction by % blockage for three 20-ft high building rows near a single 12-ft wide roadway

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0 100 200 300 400 500 600 700 800 900 1000

Diff

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1hfr

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% ca

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Distance from edge of near travel lane, ft

20% blockage30% blockage40% blockage50% blockage60% blockage70% blockage80% blockage

Imagery © 2014 Google, Map data © 2014 Google

Effect of multiple rows

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Page 6: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Effect on noise barrier noise reduction Both “no barrier” and “with barrier” levels decrease

when building row is added – at different rates Compared to “no building row” case, barrier noise

reduction can: Increase for low blockage percentage (30%) Decrease for high blockage percentage (70%)

Imagery © 2014 Google, Map data © 2014 Google6

Page 7: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Building rows perpendicular to the roadway Noise reductions are

not as large as for building rows parallel to roadway

Example: for 70% blockage, reductions of: 1-2 dB for end receivers 2-3 dB for internal

receivers

Imagery © 2014 Google, Map data © 2014 Google

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Page 8: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Modeling houses as individual TNM Barriers – “building barriers”

Figure from: Maryland SHA

Figure from: Maryland SHA

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Page 9: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Building rows vs. building barriers:comparisons to measurements Analyzed five projects with eight noise study areas Difficult to generalize; however:

Modeling houses as barriers generally gave lower levels than modeling as a building row, ranging from a slight increase up to a 5 dB decrease

Average difference across all cases was 1.5 dB lower When normalized to a reference microphone, building

barrier approach provided better agreement with measurements than building row approach

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Page 10: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Report is neutral on use of building barriers for houses vs. building rows Considerations

Method of modeling buildings as barriers Receiver position behind building barriers Elevation of terrain in gaps between building barriers No modeling of reflections off sides of buildings

If a State allows modeling of houses as building barriers, it should have well-defined procedures on how and when to do so, and apply them consistently

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Page 11: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Receiver position behind building barriers can matter Depends on distance

back, footprint of houses and percentage of blockage

In the case shown: Farther back – only

0.3 dB range Up closer – 4 dB

range

11

Page 12: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Building barriers do not model terrain in between buildings

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Page 13: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

An important modeling object: Impact assessment (how levels drop off away from road) Possibly, noise barrier reasonableness assessment

(number of residences benefitted by a noise barrier) Effects are not easy to generalize Over-modeling will not improve accuracy Not easily field-validated

Real world gaps are not spatially located by rows Farther back from road, background noise and refractive

meteorological effects – all unmodeled – affect measured sound levels

Building rows – final thoughts

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Page 14: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

FHWA TNM Parallel Barriers module

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Page 15: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Width-to-height ratio (7:1 to 23:1)

Sound level increase is: Greater for higher and more distant analysis locations More sensitive to barrier height farther behind near wall

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Page 16: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Sound level increases for varying W:H ratios for 20-ft high barriers for 8-lane cross-section

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6.8 10 15 20

Soun

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ase,

dB

Width to height ratio

300(15)

200(15)

150(15)

100(15)

50(15)

25(15)

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3

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5

6

7

8

9

10

6.8 10 15 20

Soun

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vel i

ncre

ase,

dB

Width to height ratio

300(5)

200(5)

150(5)

100(5)

50(5)

25(5)

0

1

2

3

4

5

6

7

8

9

10

6.8 10 15 20

Soun

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ase,

dB

Width to height ratio

300(-5)

200(-5)

150(-5)

100(-5)

50(-5)

25(-5)

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6.8 10 15 20

Soun

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ase,

dB

Width to height ratio

300(-15)

200(-15)

150(-15)

100(-15)

50(-15)

25(-15)

15 ft above road

5 ft above road

5 ft below road

15 ft below road

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Page 17: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Number of FHWA TNM roadways used to represent travel lanes

Modeled an 8-lane cross section by: 4, 2 and 1 TNM

roadways per direction

Results within a half decibel, with a few exceptions of up to 1 dB

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Page 18: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Source position: differences for 4 “far” roadways minus 4 “near” roadways

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0 50 100 150 200 250 300 350

Heig

ht a

bove

road

, ft

Distance behind near wall, ft

16-ft High

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Page 19: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Internal vertical reflecting surface

Tested 20-ft high near wall and 19-ft high far wall Added 1-ft high noise barrier offset 10-ft to left of far wall

Sound level increases were lower – from 1 dB in close to over 4 dB farther back

Modeling internal vertical reflecting or diffracting surfaces is not recommended

From FHWA TNM FAQ

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Page 20: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Changes in vehicle parametersComputed sound level increases are: Not very sensitive to changes in vehicle mix:

+/- 5% change in percentage of autos changes results by only a few tenths of a decibel

Independent of hourly volumes Predicting a sound level increase in hourly Leq, not Leq itself Same increase for 1 vehicle or 1,000 vehicles per hour

Independent of speed

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Page 21: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Noise reduction coefficient (NRC) of barrier surfaces (example of 8:1 W:H) Roughly linear

effect Function of

analysis location distance and height

NRC = 0.70-0.80 generally reduces sound level increase to under 1 dB

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0.05 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

Soun

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ase,

dB

NRC of both walls

300 (15)

200 (15)

150 (15)

100 (15)

50 (15)

25 (15)

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0.05 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

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dB

NRC of both walls

300 (5)

200 (5)

150 (5)

100 (5)

50 (5)

25 (5)

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0.05 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

Soun

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dB

NRC of both walls

300 (-5)

200 (-5)

150 (-5)

100 (-5)

50 (-5)

25 (-5)

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0.05 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

Soun

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vel i

ncre

ase,

dB

NRC of both walls

300 (-15)

200 (-15)

150 (-15)

100 (-15)

50 (-15)

25 (-15)

15 ft above road

5 ft above road

5 ft below road

15 ft below road

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Page 22: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Sound level increases due to multiple reflections can substantially reduce single wall noise reduction

FHWA TNM’s Parallel Barriers module computes generalized effects Two-dimensional look at a 3-D phenomenon Generally insensitive to source position and vehicle parameters Computes diffraction attenuation only at 500 Hz, thus use of

NRC cannot test specific sound-absorbing products Not for computing single-wall reflections – use image

roadways in main part of TNM (or wait for FHWA TNM 3.0) Be wary of “0.0” dB sound level increases in reflective cases

for analysis locations below roadway elevation

Parallel barriers – final thoughts

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Page 23: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Acknowledgements Colleagues who responded to the survey and provided

reports and TNM runs NCHRP 25-34 Project Panel and Senior Program

Officer Lori Sundstrom Research team, with Chris Menge of HMMH as PI

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Page 24: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Questions?

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Page 25: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

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Page 26: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

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Page 27: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

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Page 28: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

The following are not being used….

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Page 29: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Same for a 30-ft high building row

-1

0

1

2

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4

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7

0 100 200 300 400 500 600 700 800 900 1000

Diff

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L Aeq

1hfr

om 0

% ca

se, d

B

Distance from edge of near travel lane, ft

20% blockage30% blockage40% blockage50% blockage60% blockage70% blockage80% blockage

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Page 30: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

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Page 31: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Sensitivity to building row height For 20% to 40% blockage: change in height of 5 ft

causes little change in noise reduction regardless of receiver distance behind building row

For higher building percentages: change in noise reduction depends on distance behind building row Maximum difference is less than 2 dB for 5-ft height

change from 20 to 25 ft and from 25 to 30 ft

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Page 32: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

-4

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-1

0

1

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0 100 200 300 400 500 600 700 800 900 1000

Diff

eren

ce in

L Aeq

1hfr

om ca

se to

cas

e, d

B

Distance from edge of near travel lane, ft

From 50 to 20%From 50 to 30%From 50 to 40%From 50 to 60%From 50 to 70%From 50 to 80%

Sensitivity to building percentage Differences in noise reduction compared to 50%

blockage for one 20-ft high building row 70 ft from edge of 8-lane roadway

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Page 33: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Difference in sound level increases for autos, 4 “near” roadways minus 4 “far” roadways

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0 50 100 150 200 250 300 350

Heig

ht a

bove

road

, ft

Distance behind near wall, ft

16-ft High

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Heig

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bove

road

, ft

Distance behind near wall, ft

20-ft High

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Heig

ht a

bove

road

, ft

Distance behind near wall, ft

8-ft High

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ht a

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road

, ft

Distance behind near wall, ft

12-ft High

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Page 34: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Sound absorption on the far wall only is also very effective for this cross-section

In contrast, absorption on just the near wall is far less effective than absorption on the far wall or both walls.

The results suggest the importance of the first-order far wall reflections on the total sound level at a receiver,

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Page 35: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Factors considered Building height and blockage percentage Multiple rows Effect of on calculated noise reduction from noise

barrier along the roadway edge Noise reduction for building rows perpendicular to the

roadway Use of TNM Building Row or model individual

buildings as TNM Barriers

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Page 36: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Studied factors Barriers’ width-to-height ratio and receiver position

behind the barrier Number of TNM roadways used to represent the travel

lanes and their position Differences in top elevations of the two barriers Internal vertical reflecting surfaces Vehicle mix (e.g., autos only vs. heavy trucks only) Hourly volumes and speeds of vehicles Noise reduction coefficient of barrier surfaces

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Page 37: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

Over-modeling will not improve accuracy 1/3 octave band calculations only for most effective building row Add 1.5 dB attenuation per 1/3 octave band for each additional row

Yet, an important modeling object: Impact assessment (how levels drop off away from road) Possibly, noise barrier reasonableness assessment (number of

residences benefitted by a noise barrier) Not easily field-validated because building rows do not spatially

locate the real-world gaps through which sound passes Additionally, as one moves deeper into a community,

background noise and refractive meteorological effects – all unmodeled – affect measured sound levels

Building Row Considerations

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Page 38: by William Bowlby, Ph.D., P.E., President, and Geoffrey ... TRB14.pdf · by William Bowlby, Ph.D., P.E., President, and. Geoffrey Pratt, P.E., Senior Engineer/Project Manager . 1

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