• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2006년도 하계학술발표대회 논문집
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• pp.1087-1092
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• 2006

Recently, traffic noise level is rapidly increasing, and it is crowed caused by recently overcrowded and overgrown cities, and increasing traffic volume is emerging as a major factor of disrupting the living and working environment. In this situation, citizens are increasingly complaining about the traffic noise. The noise level of in major cities in Korea is serious and affects on citizens physically and psychologically. Many people live in residential areas around crowed roads in major cities, such as Seoul. Accordingly, the purpose of this study is to predict outside noise distribution of building through survey and simulation to make better sound insulation performance research. The result of this study shows that the traffic noise is influenced from ground 50m and analyzed that form of building and arrangement type must be considered to the level of noise decrease.

• 환경위생공학
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• 제3권2호
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• pp.43-60
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• 1988

This study was carried out to determine traffic noise level and analyze noise reduction effects of various sound protection facilities in the area of Seoul, Inch'on, Songchoo and Seoul- Busan Expressway from March to Octover, 1987. The results were as follows; 1. As compared with the environmental standards and the traffic noise level in heavy noise areas, traffic noise levels observed were shown in higher than environmental standards. The noise levels in Seoul were determined at 12.8-18.2 dB(A) in daytime and 19.0-26.9 dB (A) in nighttime. And incase of inch'on, it were 6.7-9.6 dB(A) in daytime, 7.9-18.9 dB(A) in nighttime, respectively. 2. The environmental noise level observed in the backside of protection facilities, such as apartment, soundproof barrier and houses, which were constructed in paralled to the road was lower about 3-5 dB(A) than perpendicular to theroad. Noise recuction effect of upper stairs in apartment was higher than lower stairs. 3. The predicted noise level obtained from the equation $({\triangle}L\;=\; -10\;log\;(^{I'1}/Ii)\;was\;\pm\;1dB$ (A) and the correlation coefficient (r) was 0.923. 4. The noise reduction effect in backside of apartment was measured at on sites and predicted by total noise loss equation. The predicted noise level was 60.9 dB(A) and the measured level was 60.6 dB(A), respectively. 5. The narrow width landscape less than 10m width was almost no effect for the protection of traffic noise. According to the synthesis of the above results, the noise level of the road was exceeding mostly the environmental standard in the heavy traffic areas. The counterplan should be set as well. The insulation of noise protection facilities were effective by the location with near distance from the road edge. The reduction effect of double window in apartment was represented so much. The prediction model could be applied to estimate the noise levels in the roadside as well as the effectiveness for the noise protection facilities.

• 한국환경과학회:학술대회논문집
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• 한국환경과학회 1996년도 봄 학술발표회 초록집
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• pp.17-19
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• 1996

• 한국도로학회논문집
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• 제18권5호
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• pp.31-37
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• 2016

PURPOSES : The purpose of this study is to evaluate the effect of the quiet pavement on reducing a barrier height by using a prediction tool called SoundPLAN. METHODS : Firstly, the prediction was carried out to evaluate the difference in the maximum noise level at a building facade between the normal and the quiet pavements without a barrier. After calculating the noise reduction effect by the quiet pavement, a comparable barrier height to obtain the same noise reduction effect with it was predicted according to designable factors including road-building distance(10 m, 20 m, 40 m) and road-barrier distance(5 m, 10 m, 20 m, 30 m). RESULTS : The result showed that within the considered designable factors, the maximum barrier height was 37 m, 52 m, and 55 m to have the same noise reduction effect by the quiet pavement reducing 1 dBA, 3 dBA, and 5 dBA, respectively. It was evaluated that the barrier height increased with the increase of the road-building and road-barrier distances. To simulate the real situation in urban areas and to evaluate the combined effect of the normal/quiet pavement and barrier, the barrier height was fixed as 6 m. It was predicted that the noise level would reduce to as low as 0.2 dBA by the combination of normal pavement and barrier. On the other hand, the combination of the quiet pavement and barrier reduced 1.2 dBA, 3.2 dBA, and 5.2 dBA, respectively, for quiet pavement reducing 1 dBA, 3 dBA, and 5 dBA. CONCLUSIONS : A guideline needs to be suggested to select appropriate noise abatement schemes by considering factors such as the roadbuilding and road-barrier distances.

• 환경영향평가
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• 제15권2호
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• pp.93-100
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• 2006

In general, the verification to prediction formula in a national road and the main street of a town has been used recklessly in Korea. Therefore we investigated the validity of an existing prediction formula (NIER(87, 99), TR-Noise, KLC(2002)) with correction relationship which was based on both the prediction formular from apartment complex in the field and height 1.5m from the surface level. On the results of measuring the noise level form an isolated distance, the noise level showed that it was 4.5~5.5dB(A) by reason of becoming 2 folder far from a source. From the distribution of noise level measured by the apartment floors, the measurement point (1st floor) was 58.7~71.4dB(A) at its lowest level and the middle floors (3, 5, 7 and 10) were the highest distribution of noise level. From the analysis results on the application validity to an existing prediction formular (NIER(87, 99), TR-Noise, KLC(2002)) in the height 1.5m, the correction coefficients were 0.95~0.96 and the measured values were reasonably close to the predicted values, indicating the validity and adequacy of the predicted models. KLC(2002) model was found accurate within 3dB(A) with 36 data out of the total 42 data, showing the most accuracy among the predict models. However, the developed models have to improve the accuracy with a various of factors.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2012년도 춘계학술대회 논문집
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• pp.843-844
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• 2012

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2011년도 추계학술대회 논문집
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• pp.852-853
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• 2011

• 한국산학기술학회논문지
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• 제21권12호
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• pp.310-319
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• 2020

국내의 도로교통 소음측정방법은 도로변에서 최대의 교통량이 통행할 것으로 추정되는 시간대에 도로교통 전체 소음을 측정하는 방법(SPB)을 채택하고 있다. 반면 저소음포장의 효과를 측정하기 위하여 타이어 주위에 마이크를 설치하여 타이어/노면의 소음을 직접 측정하는 방법(CPX)도 있다. 측정이 용이한 근접소음 측정결과가 도로 전체의 소음에 미치는 영향에 대한 연구는 아직 없다. 본 연구에서는 측정이 용이한 CPX법으로 측정한 소음을 이용하여 측정이 매우 까다로운 SPB의 결과를 추정하기 위한 방법을 제안하고자 한다. 연구방법으로는 한국도로공사에서 실시한 대규모 소음 측정시험결과를 이용하고, 이 시험구간에 대해 실시한 근접소음에 대한 데이터를 활용한다. 한국도로공사에서 실시한 실험결과는 저소음포장이 10.4dB의 소음저감 효과가 있는 것으로 보고되고 있다. 그리고 CPX측정에서는 저소음포장의 소음저감 효과는 평균 10.7dB이었고 이것은 SPB측정법에서 측정된 10.4dB의 소음저감 효과와 유사하며, 측정 위치에 상관없이 소음저감 효과가 나타난다고 보고되고 있다. 본 연구에서는 위치에 상관없이 소음저감 효과가 동일한 이유, 소음 감소량이 유사한 이유, 마이크로폰의 위치에 따른 소음의 변화와 CPX와 SPB 측정치와의 관계를 소음의 합성과 거리감쇠 개념을 이용하여 증명하고 도로교통 소음예측 프로그램에 도로포장의 CPX측정결과를 변수로 포함하는 것이 소음예측의 신뢰성 향상에 매우 중요함을 증명하였다. 도로교통소음에는 도로포장의 종류와 상태가 큰 영향을 미침에도 불구하고 소음의 예측에 도로포장에 대한 영향은 하나의 상수로 표현되고 있다. 도로포장의 종류와 상태를 반영하는 소음의 측정과 예측이 필요하다.

• 대한환경공학회지
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• 제28권11호
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• pp.1198-1206
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• 2006

본 연구는 국내 도시개발 및 택지개발에서 많이 사용되고 있는 국립환경과학원식('99)에 대한 평가 및 검증을 수행하였다. 국립환경과학원식(NIER('99))은 두 변수 사이의 일차적인 관계가 얼마나 강한 정도를 제시하기 위해 결정계수($R^2$)와 표본 Pearson 상관계수(r)를 실측치와 예측치를 토대로 층별로 평가한 결과 1층 92.4%(r=0.96), 3층 38.7%(r=0.66), 5층 42$(r=0.65), 7층 7.5%(r=0.27), 10층 28.4%(r=0.53), 13층 35.6%(r=0.60), 15층 52.7%(r=0.73) 등의 결과를 보였다 선형 회귀를 통해 반응 변수(Y)와 예측 변수(X) 사이의 선형 관계를 조사하여 모형화하고 검증하기 위한 결과 1층을 제외한 모든 층에서 종속변수를 설명할 수 있는 기여율이 60% 이하로 회귀모형의 설명력이 상당히 떨어지는 것이 1.5 m 이상 높이에서 예측식 수립이 필요할 것으로 판단된다. 또한 등분산성을 토대로 잔차(residual) 대 적합지(fitted value)를 선택하여 예측식을 검증한 결과 1층의 경우 이상적 분포로 적합치에서 잔차들이 -5와 5 사이에 분포되어 있지만 1층을 제외한 나머지 층에 대해서는 이분산 혹은 비선형 분포로 잔차들이 -5에서 5사이에 분포되고 있는 것을 확인 할 수 있었다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2001년도 추계학술대회논문집 II
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• pp.1280-1286
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• 2001

This paper presents some advanced and supplemental methods to enhance the accuracy in case of calculating geometric divergence attenuation, attenuation by multiple screening structures, ground attenuation at unflat surfaces of sound during propagation outdoors by the methods specified in ISO 9613-2. Moreover, a calculation method for considering short-term wind effect, specified in ASJ Model-1998, is also introduced. To verify the accuracy of adopted methods, we have carried out highway traffic noise prediction and measurement at the twelve locations appearing representative road shapes and structures, such as flat, retained cut, elevated, barrier-constructed roads. From the results, we have confirmed the predicted results show good correspondence with the measured at direct, diffracted and reflected sound fields within 30m from the center of near side lane.