测点高度对道路交通噪声监测数据的影响

通过在4城市对132条道路进行了道路交通噪声测点高度试验,系统分析了测点高度从手工监测的1.2 m向自动监测的4.5 m转化后,在不同道路情况对道路交通噪声监测数据的影响。结果表明,测点高度提高后监测结果变化在±3 dB(A)以内。待测道路的车道数和测点与机动车道的距离是其主要影响因素。对两测点高度进行对比,4.5 m高度噪声值随水平距离增加衰减较小,测量结果更稳定。     

农贸市场噪声对其周围环境的影响

对某农贸市场的场内噪声,场界噪声及其周围居民区环境噪声进行了监测,结果表明,农贸市场营业时,噪声监测值内,场界及居民区均超标;农贸市场不营业时,场界除３个测点略超标外,余达标,居民区略超标。就农贸市场噪声对其周围环境的影响,提出了控制对策。     

环境噪声监测问题分析

环境噪声监测问题分析段文华（山东省肥城市环保局肥城２７１６００）目前,各地环境监测站普遍使用全自动噪声监测仪,这无疑使噪声监测方便易行。在众多的测点中,有部分测点会出现Ｌｅｑ＞Ｌ１０的情况。今结合监测工作实际,对这种现象作一分析。１问题的提出城市区域...     

城市道路交通噪声自动监测技术探讨

从开展城市道路交通噪声自动监测的必要性出发 ,对城市道路交通噪声自动监测的监测点位布设和自动监测系统的结构进行了探讨。指出了城市道路交通噪声自动监测点位两种设计方法———路段优化点位法和干线路段普测点位法的优缺点。述说了城市道路交通噪声自动监测系统结构框图。     

机场飞机噪声自主验收监测难点与解决对策探讨

中国机场建设高速发展,但竣工环保验收制度执行不理想。在自主验收的大背景下,飞机噪声问题将直接制约机场建设项目的环保验收。笔者分析了验收监测布点要求不明确、验收监测工况要求不完善、飞机噪声监测计算方式不统一、降噪措施落实难效果差等自主验收难点,并提出了合理选择测点位置、完善验收工况调查内容、根据机场类型和敏感点分布特征选择飞机噪声监测计算方式以及智能化大数据协管主动降噪措施的解决对策。     

锅炉风机的噪声污染与控制

依据多年从事环境污染治理的经验，设计出治理锅炉风机噪声的隔声室，并对该隔声室的制造、治理效果进行了评价，得出了该隔声室是控制噪声污染的有效设备。     

高架复合道路交通噪声时空分布规律研究

通过对杭州市典型高架复合道路交通噪声监测，研究高架复合道路交通噪声的时空分布规律。结果表明，噪声与车流量、车辆类型及车速密切相关；噪声随着与高架路距离的增大，地面各测点的噪声值呈递减趋势；高架复合道路平直段与下坡路段的噪声在临街建筑竖直立面的分布规律基本一致，但在不同高度的影响程度上存在一定差异。     

环境噪声监测布点浅议

在环境噪声监测中,由于监测人员对国家标准测量方法中布点原则的理解不同,使监测布点存在差异,导致测量结果差异较大。根据国家标准测量方法,结合新疆的一些具体情况,现对环境噪声监测工作中布点方法等问题进行探讨。1工业企业厂界噪声监测国家《业企业厂界噪声测量方法》（GB12349—90）中规定,在法定厂界外1m,高度1．2m以上的噪声敏感处,即应在厂界外有噪声敏感区处布点监测。在测量方法中,对测点数量和间距未作具体规定,因此测点选择可根据《环境监测技术规范（噪声部分）》执行,采用等间隔布点原则。由于新疆地区在具体工作…     

环境噪声达标区最佳监测点数研究

运用数理统计方法对城市环境噪声达标区网格监测资料进行了分析研究,从而确定出小型区域环境噪声网格监测的最佳测点数     

关于厂界噪声监测若干问题的思考

在执行ＧＢ 1 2 349- 90《工业企业厂界噪声测定方法》(以下简称《方法》)的过程中 ,碰到了一些问题 ,现提出讨论和建议 ,以期加强对《方法》的研究 ,克服噪声监测的随意性和盲目性 ,切实提高噪声监测质量。1　厂界噪声测点的布设《方法》2 6条中规定 :“测点应选在法定厂界外1ｍ ,高度 1 2ｍ以上的噪声敏感处。”据此 ,测点位置应符合两个基本条件 :一、法定厂界外 ;二、噪声敏感处。何为“噪声敏感处” ,《方法》未明确规定。根据《中华人民共和国噪声污染防治法》第二条第二款“本法所称环境噪声污染 ,是指所产生的环境噪声超过国家规…     

南京市城市典型道路交通噪声控制措施效果初探

针对南京市典型道路的交通噪声控制措施,分别选取低噪声路面、声屏障、隔声窗3种噪声控制措施进行监测,监测显示低噪声路面对整体声级降噪有限,声屏障对于1kHz倍频带以上的中高频隔声相对较好,真空玻璃隔声窗能对低频噪声有显著改善。     

隔声窗隔声性能的现场监测方法及效果初探

采用隔声窗作为典型道路的交通噪声控制措施，探索隔声性能的现场监测方法。分别选取真空玻璃窗与中空玻璃窗进行监测，两种隔声窗对交通噪声1000 Hz 和2000 Hz 两个倍频带的隔声量最大，真空玻璃隔声窗对500 Hz 倍频带及以下的噪声比中空玻璃隔声窗更有效，如果采用两种隔声窗进行组合，在全频带的隔声量达到25 dB。     

北京市典型道路交通噪声排放特征

采用北京市道路交通噪声自动监测系统2013—2017年采集的等效连续A声级数据,对城市快速路、城市主干线、城市次干线、城市支路的代表性站点噪声排放情况进行了统计分析,结果显示,北京市不同等级的道路噪声排放具备一定的特征,排放水平从大到小依次为城市快速路城市主干线城市支路和城市次干线,道路噪声随时间变化存在较为一致的周期性排放特征,24 h变化特征比较明显。个别道路排放特征存在特异性,如城市主干线道路的一个代表监测站点噪声监测值出现了逐年下降趋势,分析发现,北京市非首都功能疏解对其噪声值的下降有一定贡献。采取一定的规划和管理措施有助于减少道路交通噪声的排放。     

道路交通噪声预测声源简化研究

为了分析《环境影响评价技术导则声环境》(HJ 2.4—2009)中将道路声源简化为1条位于道路中心线处的线声源与按照车道数简化为多条线声源之间的误差,针对不同宽度的道路,推导了多条线声源与1条线声源在接收点噪声影响的误差计算公式,并基于Predictor-lima预测软件预测和现场噪声衰减规律实测进行了验证。研究结果表明,对于接收点到道路边缘的距离大于道路宽度的情况,可简化为1条线声源;对于接收点到道路边缘的距离小于道路宽度的情况,应按照车道数简化为多条线声源。     

城市典型高架复合道路交通噪声污染模拟及防治对策

与一般城市道路相比,城市高架复合道路通行能力大、行车速度高、车辆行驶状态复杂,交通噪声污染极为突出。选取深圳市典型的高架复合道路——春风高架和爱国高架进行实地监测,同时运用SoundPLAN软件模拟其噪声污染现状与安装声屏障后的降噪效果。根据监测模拟结果,从合理进行道路规划、装设声屏障和铺设低噪声路面等方面提出高架复合道路噪声污染控制的对策建议。     

Noise surveys of hand-held pneumatic rock drills in Hong Kong

A study of the noise generated by hand-held pneumatic rock drills at 15 road works locations in Hong Kong was conducted in 1989. The locations of road construction works were identified over one week period. Sound pressure levels (SPL) and band frequency analysis were measured with the integrated sound level meter at the level of the operator's ears. The sound levels for all 15 operators exceeded the local statutory limit of 90 dBA. The average sound level was 107.4 dBA and the corresponding continuous equivalent level adjusted to 8 hours or L _eq (8h) was 104.8 dBA. The sound levels for the octave frequencies from 125 Hertz to 8000 Hertz were all in excess of 90 dBA. Estimates of the risk of developing hearing impairment for conversation speech among the operators were 18% and 42% after 5 and 10 years of exposure, respectively. Although there is adequate statutory control to restrict and reduce the hazards caused by noise at road construction works to the workers and to the public at large, no noise control measures were noted at the work sites and none of the operators used hearing protection. This situation was compounded by the short-term nature of road works and the high mobility of the operators.     

广州市昼夜道路交通噪声的监测与分析

对广州市的昼夜交通噪声污染现状进行了分区域分道路等级的实地监测,得到共53个监测点位白天和夜晚的等效声级及其统计声级,同时对每个监测点展开了交通流调查,并分析交通流特征对交通噪声的影响。监测结果表明, 白天快速路、主干路、次干路及支路的平均等效声级分别为74.2、72.2、67.8、65.1 dB,快速路及主干路沿线的交通噪声污染比次干路及支路的严重。夜晚所有测点的噪声值均超过55 dB,快速路、主干路、次干路及支路的平均等效声级分别为72.2、72.3、66.3、64.5 dB,广州市夜晚的交通噪声污染较为严重。     

Study on the effect of porous fence on air quality and traffic noise level around a double-decked road structure

Fence for traffic noise control sometimes causes adverse effect on air pollution. Thus in this study, performance of porous fence as a tool for control of both air pollution and noise pollution was evaluated. A two-dimensional numerical model for flow and pollutant concentration and an analytical model for traffic noise were utilized in the analysis of a double-decked road structure with fences only at ground (Case 1) and at both ground and upper deck (Case 2). Porous fences were assumed only at the ground level since the solid fences at the upper deck usually leads to desirable result on air pollution. Effects of the variable porosity on air quality and noise level near road were evaluated. Obtained results showed: (1) flow pattern in leeward of fence was drastically changed at 40–50% porosity in Case 1 and 50% in Case 2. The porosity larger than 40% excluded presence of a circulation behind the fence. (2) Effect of porous fence on air pollution was different in Cases 1 and 2. In Case 1, the porous fence generally resulted in the reduction of air pollution at the ground level; on the other hand, in Case 2, it rather led to increase of the concentration. (3) Traffic noise level was also largely changed by the porosity of the fence; an example of simultaneous evaluation of the effects of porous fence on both air and noise pollution in Case 1 showed that the fence of 60% porosity leads to reduction of air pollution by 20% compared with solid fence case, and reduction of noise pollution by 4–6% in dB compared with no fence case, at l m high and 10 m from the road.     

Evolution of building façade road traffic noise levels in Flanders

The evolution of daytime fa?ade noise levels by road traffic at 250 dwellings in Flanders is assessed. Three identical man-operated measurement campaigns have been conducted in the years 1996, 2001 and 2009, during fall. A practical methodology has been developed, based on short time noise measurements and context observations at these locations. The uncertainty introduced by short-term sampling has been quantified as a function of the noise level. Furthermore, a correction is proposed for measuring at a random moment during daytime. Analysis of the data showed that road traffic noise levels hardly changed globally over this period of 13 years. The distribution of changes in noise level at corresponding measurement locations is nevertheless rather wide-all improvements are equally compensated by increases in noise levels at other locations. The percentage of the dwelling fa?ades exposed to daytime noise levels above 65 dBA has increased slightly between 1996 and 2001, but seems to stagnate in 2009. In spite of the increased interest and actions of policy makers during the past decades, noise exposure caused by road traffic at dwelling fa?ades is a persistent problem.