ARTICLE IN PRESS Atmospheric Environment ] (]]]]) ]]]–]]] www.elsevier.com/locate/atmosenv BAB II: a project to evaluate the accuracy of real-world traffic emissions for a motorway U. Corsmeier, M. Kohler, B. Vogel, H. Vogel, F. Fiedler Institut für Meteorologie und Klimaforschung, Forschungszentrum Karlsruhe/Universität Karlsruhe, Postfach 3640, 76021 Karlsruhe, Germany Received 22 March 2004; received in revised form 10 August 2004; accepted 20 August 2004 Abstract To ensure the efficiency of strategies to reduce air pollutants caused by road traffic, it is essential to evaluate the emission data to be used in emission calculation models. This basic approach of the BAB II project (BundesAutoBahn––federal highway) has been reached by simultaneous measurements of gaseous and particulate emissions on the windward and lee side perpendicular to a motorway. The differences between the measurements allows for the calculation of the emissions caused by traffic on the motorway. Measurements of CO, NO, NOx, CO2, O3, VOC, and particulates of high horizontal and vertical resolution were made. The experimental setup was made symmetric to the motorway, with 52 m high towers on each side. The field phase took place from 1 to 25 May 2001 at the motorway A656 near Heidelberg, Germany. In cases of wind direction perpendicular to the motorway, the height of the plume caused by traffic emissions is detectable and the emissions released on the motorway can be calculated. With traffic census carried out simultaneously, the emission data can be estimated using emission factors given in the literature. Comparison between real-world traffic emissions and calculated emissions allows for an evaluation of the emissions calculated by the models. This paper gives an overview of BAB II, its measuring concept, the experimental setup, and the quality assurance and control program. It is shown in detail that the method of emission estimation by measurements of concentration differences between both sides of a motorway works quite well if the meteorological assumptions for determining realworld traffic emissions have been fulfilled. Detailed results in terms of measured and model-calculated emissions of gaseous and particulate species will be reported in a number of subsequent papers. r 2004 Elsevier Ltd. All rights reserved. Keywords: Real-world traffic emissions; Emission calculation model; Traffic census; Evaluation strategy; Particulate matter 1. Introduction For the evaluation of the success of strategies to reduce the emissions of road traffic, heating, and Corresponding author. Tel.:+49 7247 822843; +49 7247 824377. E-mail address: [email protected] (U. Corsmeier). fax: industry, these have to be measured. Motor vehicle emissions play an important role in air pollution. Among others, they contain nitric oxide, carbon monoxide, sulfur dioxide, hydrocarbons, and particulate matter (PM) like diesel soot. Following chemical transformation, some species may cause high ozone concentrations during summer. Very small aerosol particles incorporated by respiration are suspected to be injurious to health. Additionally, 1352-2310/$ - see front matter r 2004 Elsevier Ltd. All rights reserved. doi:10.1016/j.atmosenv.2004.08.056 ARTICLE IN PRESS 2 U. Corsmeier et al. / Atmospheric Environment ] (]]]]) ]]]–]]] they act on the climate system and contribute to the greenhouse effect. Numerical simulations represent a major tool in the development of emission reduction strategies to prevent episodes of high air pollution. The model simulations serve to study the effects of varying emissions and meteorological conditions on the concentration distributions of primary vehicle emissions and their consecutive products (Simpson, 1992; Vogel et al., 1995; Memmesheimer et al., 1996). Model calculations allow the determination of the future load of the atmosphere. Emission data are major input variables of the models. It is necessary to provide reliable data on the emission situation. In the past, considerable progress was achieved concerning the degree of detailing of calculations of anthropogenic emissions of ozone precursors and other gaseous pollutants (Obermeier et al., 1995; Wickert et al., 1998; Olivier and Berdowski, 2001). However, less is known about the emissions of PM, such as soot, its mass concentrations, particle size distributions and aging processes (Lazaridis et al., 2000). Road traffic is the main contributor to the total anthropogenic emissions of nitrogen oxides (NOx), carbon monoxide (CO), and PM, especially soot. In Germany, the contribution of traffic to the total anthropogenic emissions in 2002 reached 58% for NOx, 59% for CO, and 20% for non-methane hydrocarbons (NMHC) (Umweltbundesamt (UBA), 2004). While the contribution of road traffic to the overall PM emissions is 66%, nearly 100% of the soot is emitted by road traffic. Former emission measurements were often restricted to tunnel studies. The emissions were determined from the difference of gas fluxes at the entrance and the exit of the tunnel (Weingartner et al., 1997). Pierson et al. (1996) summarized the results of two tunnel studies performed in the US. They found that observed and modeled gaseous emissions agreed within 50% for most of the time. Another tunnel study was performed in Switzerland near Zurich by Staehelin et al. (1995). Here, the concentrations of air constituents were measured and parallel traffic counts were performed. Emission factors were determined for passenger cars as well as for heavyduty (HDV) and light-duty vehicles (LDV). Emission factors of LDV calculated from long-term measurements of 23 NMHCs in the Kiesberg tunnel in Wuppertal, Germany, were published by Gomes et al. (2004). For most of the NMHCs, significantly higher concentrations were found in the Kiesberg tunnel, although this study was the latest one and emission reduction technology incorporated in the vehicles should have been up to date. Decadal comparisons of emissions in the Tauerntunnel (Austria) are given by Schmid et al. (2001). Between 1988 and 1997, CO and hydrocarbon were reduced by 90%, PM by 20%, but NOx emissions increased by 20%. The advantage of the tunnel studies is that they are dealing with well-defined volumes of air. However, a major problem that applies to all one-way tunnels was identified to be the air flow of up to 30 km h1 in the tunnel tube, which was mainly caused by trucks. Consequently, the driving resistance of the passenger cars changes and, thus, the emission behavior no longer corresponds to that of vehicles operated in free air. Zhang et al. (1995) used a remote sensing technique to determine the relative CO and VOC emissions of about 1 million cars at 22 different locations all over the world. A disadvantage of the method is that absolute emissions can only be determined if the average fuel consumption is known. The study shows that a small percentage of cars (7% in case of Hamburg and 25% in case of Kathmandu) caused 50% of the total emissions of CO. De Vlieger (1997) measured the tailpipe emissions of six different cars equipped with three-way catalytic converters and one carburetted car without catalytic converter using an on-board measuring system under different driving cycles. One major finding was the importance of the cold-start emissions in case of CO and hydrocarbons. She also found that a low-emission car when subjected to a chassis dynamometer test does not necessarily produce low emissions in real traffic situations. The advantage of on-board measurements is that errors due to flux measurements necessary in tunnel and free-air studies are avoided, while the disadvantage is the expensive technical equipment necessary to measure the vehicles. The efficiency of a controlled three-way catalytic converter in a passenger car was investigated by Heeb et al. (2000). When operated in standard driving cycles, the emission reduction efficiency for benzene, toluene, and xylene (BTX) is satisfactory only in a velocity range of 60–120 km h1. When driving faster than 130 km h1, more benzene and toluene were formed than without an exhaust gas treatment by a catalytic converter system. Free-air measurements by Leisen et al. (1992) were carried out at a motorway in Germany. Towers were erected very close to the motorway on both sides. Using such a setup to determine emissions, theoretical investigations of Wenzel (1998) show that the contribution of turbulent fluxes to the overall mass flux is in the order of 20%. An error of the same magnitude results when determining the emissions. This problem can be solved by measuring the turbulent fluxes in addition to the mean fluxes. In the former BAB 656 study by Vogel et al. (2000), the method of checking the accuracy of model-calculated emissions using real-world measurements of trace gas concentration differences between the lee and the windward sides of the motorway was tested. The deficiencies of BAB 656 consisted in the estimation of the CO and NOx plume height using O3 as indicator and in comparing measured and calculated emissions for three 1-h intervals only. PM and atmospheric turbulence were not measured during BAB 656. ARTICLE IN PRESS U. Corsmeier et al. / Atmospheric Environment ] (]]]]) ]]]–]]] 2. The BAB II concept In general, the measurement concept is based on the assumption of homogeneous conditions for all parameters along the respective road section (Vogel et al., 2000). In this case, the emissions caused by the road section can be determined by the following equation: Zh Qi ¼ v? ðzÞððci ðx2 ; zÞ ci ðx1 ; zÞÞdz; (1) 0 where Qi and ci are the source strength and the concentration of the substance i; respectively, v? is the wind velocity perpendicular to the road, and h denotes the vertical extension of the exhaust gas plume at the position x2 : The position x1 is located on the windward side, the position x2 on the lee of the road (Fig. 1). Using Eq. (1), we assume that no deposition and no chemical transformations take place between x1 and x2 : Furthermore, it is assumed that v? only depends on the vertical v h z As there are indications that traffic-induced turbulence is important to the dispersion and dilution of emissions close to the source (Chock, 1980; Eskridge and Thomson, 1982; Eskridge and Rao, 1983; Rao et al., 2002), horizontal and vertical profiles of turbulence were measured in BAB II (BundesAutoBahn––federal highway). In parallel, a traffic census was made to evaluate the model input data, to calculate emissions using realworld traffic data, and to compare detailed traffic data with those from automatic counters. Additionally, the traffic census was used to check whether the predictions made by the German UBA (Environmental Protection Agency) in 1997 with respect to the degree of exhaust gas reduction technologies used in the vehicle fleet had come true (UBA, 1999). The quality of the measurements was controlled by an independent quality assurance (QA) program. This paper focuses on the verification of the method of emission estimation by measurements of concentration differences between both sides of a motorway under varying meteorological conditions for determining realworld traffic emissions in cases of wind perpendicular to the line source. A project with a similar approach of emission calculation and evaluation has been successfully conducted around the German city Augsburg in 1998 by Slemr et al. (2002). Here, the emissions of a whole city have first been estimated using ground-based and airborne instrumentation at the lee and windward side of the city (Kalthoff et al., 2002) and finally compared to model-calculated emissions (Kühlwein et al., 2002). Furthermore, it is the purpose of this paper to give an overview of the BAB II objectives, its measuring concept, its experimental setup, and the available data. 3 x1 x2 x Fig. 1. Sketch of the BAB II concept, indicating the exhaust gas plume height h, the points of measurements x1;2 ; and the wind direction v. coordinate and that the turbulent fluxes can be neglected as compared to advection. In addition, stationary conditions are assumed. It follows from Eq. (1) that the variables v? ðzÞ; ci ðx; zÞ; and h have to be measured to obtain the source strength of the motorway. The assumption of small turbulent fluxes compared to the mean fluxes is incorrect when the mean wind blows parallel to the motorway or when the mean wind speed is very low. Under these circumstances, it is not possible to determine the emissions using Eq. (1). The BAB II concept includes symmetric, continuous profile measurements of several exhaust gases and PM. Diurnal cycles of vertical and horizontal profiles of NO, NOx, CO, CO2, O3, and VOC as well as of PM, especially soot, were measured with a high temporal and spatial resolution on both sides of a motorway section with dense traffic. In addition, vertical profiles of the meteorological parameters of wind speed, temperature, and humidity were measured. The vertical extension h of the plume was determined by the vertical profiles of CO and NOx. Ozone concentration profiles were used to check the validity of the plume height, since the titration effect of the emitted NO caused a decrease of the ozone concentration within the plume. A detailed traffic census, taking into account the different layers of vehicles, was carried out by Kühlwein and Friedrich (2005). Using an emission calculation model, statistical traffic data, and the traffic census results, finally the calculated emissions are evaluated by the measured emissions. 3. Experimental design 3.1. Location and time window The measurements were carried out from 1 to 25 May 2001 at the motorway A 656 from Heidelberg to ARTICLE IN PRESS 4 U. Corsmeier et al. / Atmospheric Environment ] (]]]]) ]]]–]]] Fig. 2. Map of the BAB II investigation area on both sides of the motorway A 656 from Heidelberg to Mannheim. Mannheim, Germany, about 1.5 km west of the Heidelberg motorway interchange (Fig. 2). Due to channelling in the Rhine Valley, southwesterly or northeasterly winds are prevailing in the area. The motorway is directed straight from southeast to northwest (1351–3151) and, hence, located perpendicular to the expected main wind direction. It runs on a 1 m high, grass-covered embankment. The terrain near the motorway is flat and subject to agricultural use. During the field phase, 30–60 cm high wheat was cultivated north of the motorway on the field in the east of the measurement line. On the field in the west, 10–30 cm high green fodder was grown. South of the motorway, 30–60 cm high wheat was cultivated. The area far west and south of the measurement line was covered with bare soil (Figs. 3 and 4). The only obstacles for air flow were two bridges crossing the motorway about 400 m southeast of the measurement line and 700 m in northwesterly direction. Additionally, six small farm houses are located about 500–1000 m northeast of the measurement field. The measurements were performed along a 212 m line northeast and along an 84 m line southwest of the motorway. The width of the motorway itself is 35 m. The two measuring lines are shifted 140 m to the southeast when crossing the motorway (Fig. 3). During the entire campaign of 25 days, most of the measurement systems were operated continuously. The measurement systems placed in the tower elevators and the VOC sampling systems were run during seven special observation periods (SOPs) (Table 1). The time is given in Central European Summer Time (CEST). 3.2. Measurement setup As seen from Figs. 3 and 4, the main components of the measuring lines were two 52 m high towers: PS2, south of the motorway at a distance of 84 m, and PN2, 60 m in the north. They were equipped with sensors that continuously measured meteorological and chemical parameters at 10 heights each and elevators for profiling gas and particle concentrations during the SOPs. Nearsurface concentrations of the exhaust gases NO, NO2, CO, CO2, 26 VOCs, and O3 as well as particle size distributions, the chemical composition of aerosols, and the total volume of PM were measured at different distances from the motorway along the lines. South of the motorway, these measurements were made at point PS2 (tower basement, 84 m south) and PS1 (10 m south). In the northern section, the instruments were installed at PN1 (10 m north), PN2 (tower basement, 60 m north), and PN3 (80 m north). A SODAR was located 212 m away from the motorway at the northern edge of the line. Mini towers, 4.5 m each, with instrumentation for the measurement of turbulent fluctuations of wind, temperature, and humidity were mounted at T1 (3 m south), T2 (3 m north), T3 (30 m north), T4 (50 m north), and T8 (90 m north). At T8, the surface energy budget and precipitation were measured. Additionally, the tower PN2 was equipped with instrumentation of the mini towers in vertical direction at the levels of 18, 33, and 48 m. Two DOAS systems were operated on the bridge embankment northwest of the site at distances of 700 m ARTICLE IN PRESS U. Corsmeier et al. / Atmospheric Environment ] (]]]]) ]]]–]]] 5 Fig. 3. Layout of the 1.1 km wide BAB II measurement site between two bridges crossing the A 656, embedded in flat agriculturally used land. Tower PS2, surface station PS1, and mini tower T1 depict the southern part of the measuring line, mini towers T2–T8, surface stations PN1, PN3, tower PN2 and the SODAR represent the northern part. Fig. 4. Measuring line seen from the bridge in the southeast. Tower PS2 is on the left, tower PN2 on the right. The traffic census was done from the bridge in the background. from tower PN2 and 840 m from tower PS2, respectively (Fig. 3). The light paths were directed to four reflectors on both towers at 10, 20, 30, and 40 m height (i) parallel to the motorway and (ii) in the cross mode. Traffic census was done during the SOPs and additional time intervals on the bridge in the northwest. ARTICLE IN PRESS U. Corsmeier et al. / Atmospheric Environment ] (]]]]) ]]]–]]] 6 Table 1 BAB II special observation periods (SOPs) SOP No. 1 2 3 4 5 6 7 Day Tuesday/Wednesday Monday/Tuesday Tuesday/Wednesday Sunday/Monday Wednesday/Thursday Friday Wednesday/Thursday Begin SOP End SOP Date Time CEST Date Time CEST 01 07 08 13 16 18 23 20:00 20:00 20:00 20:00 14:00 06:00 20:00 02 08 09 14 17 18 24 20:00 20:00 20:00 20:00 22:00 22:00 20:00 May May May May May May May May May May May May May May 01 May (Tuesday) and 24 May (Thursday) were holidays in Germany in 2001. This means changes in traffic density compared to normal working days. Fig. 5. Meteorological instrumentation installed at the towers and surface stations: T (temperature), T F (wet bulb temperature), WS (wind speed), WD (wind direction), u; v; w (wind speed components), NN (precipitation), S (south of motorway), N (north of motorway). For details see text. 3.2.1. Meteorological measurements Considerable meteorological measurements were made in a y2z plane perpendicular to the motorway (Fig. 5). At PS2 and PN2, vertical profiles of temperature T; wet bulb temperature T F ; using PT 100 instruments, and wind speed WS, using cup anemometers were measured at six heights. Wind direction WD was recorded by wind vanes at the towers’ tops. On the ground, horizontal profiles of T; T F ; WS, and WD were collected at points PS1 at 6 m height in the south and PN2 (6 m) and PN3 (6 m) in the north. PT 100 thermometers, cup anemometers, and wind vanes were used. Ten minute averages were calculated. The SODAR measured vertical wind profiles (WS, WD) up to an altitude of 600 m at the northern edge of the line. Turbulent fluctuations of temperature, humidity, and wind were measured by fast PT 100 sensors, dew point mirrors, and sonic anemometers at 4.75 m height at the top of the towers T1–T4 and at T8 (Fig. 3). Vertical turbulence profiles were recorded at PN2 at the points T5 (18 m height), T6 (33 m), and T7 (48 m) using the same instruments. The sampling frequency for the turbulence measurements was 20 Hz. At T8, the surface energy budget, including the long-wave and short-wave ARTICLE IN PRESS U. Corsmeier et al. / Atmospheric Environment ] (]]]]) ]]]–]]] radiation balance, soil heat flux, sensible and latent heat fluxes were measured (Kalthoff et al., 1991). The meteorological data were gathered over the entire BAB II field phase. 3.2.2. Continuous gas measurements Both towers were equipped with 10 air intakes between 8 and 51 m height (Fig. 6). Via individual Teflon tubes the inlets were connected to gas analyzers at the tower’s basement. Bypass pumps were used to maintain a constant, fast air flow in each tube. The mixing ratios of NO and NOx were determined by Monitor Labs 9841A analyzers. Those of CO were recorded by Aero Laser AL5001 monitors and CO2 was measured by two BINOS-IR-photometric instruments. NO, NOx, CO and CO2 were measured at each level for 3 min, starting at 8 m height. Monitor Labs and Aero Laser instruments were operated for the whole field phase with the exception of calibration intervals of about 1 h before and after each SOP. The CO2 instruments were used during the SOPs within the tower elevators. Additionally, O3 was recorded on each tower using six Environnement 41 M monitors. These instruments were operated permanently during the whole campaign with 10 min mean values being taken. Emissions and emission factors calculated from the concentration differences are given by Kohler et al. (2005). During the SOPs (Table 1), vertical profiles of NO, NO2, CO2, and O3 were measured by operating both elevators synchronously in the continuous mode. The 7 elevator speed was 10 m per minute. Measurement of each profile took about 5 min, and after 3–6 h the analyzers were recalibrated. The instruments used are described by Vogt et al. (2005). On the ground, horizontal profiles of the abovementioned gases were recorded between 4 and 6 m height at PS1, PN1, PN2, and PN3. The monitors in use at the four sites, their principles of measurement, their detection limits, and the accuracy of the measurements are given in Table 2. All gas measurements are 10 min mean values as well as the meteorological parameters. The DOAS systems were used to measure vertical profiles of NO, NO2, O3, and SO2 averaged over 700 and 840 m distance between the embankment and the towers. At both towers, vertical profiles were taken within 8 min (v. Friedeburg et al., 2005). 3.2.3. VOC measurements during SOPs Draeger adsorption tubes were employed for sampling VOC compounds, including BTX, over 1–3 h depending on traffic density during SOPs at six levels (4, 18, 28, 33, 38, and 48 m) on the lee side tower and at three levels (4, 28, and 38 m) on the windward tower, respectively. Quantitative analyses of individual VOCs were performed in the laboratory by means of gas chromatography with flame ionisation detector (GC-FID). Details of sampling and data analysis are given by Vogt et al. (2005). At the basement of both towers, Airmovoc 2010 instruments were installed for continuous analysis of 26 VOC components during the SOPs. The VOC Fig. 6. Instrumentation used to analyze the gases CO, CO2, NO, NOx, O3, and SO2 at the towers PS2 and PN2 (including elevators) and at surface stations PS1, PN1, PN2, and PN3. The analyzers and their modes of operation are described in the text. ARTICLE IN PRESS U. Corsmeier et al. / Atmospheric Environment ] (]]]]) ]]]–]]] 8 Table 2 Analyzer characteristics and trace gas measurements of CO, CO2, NO, NO2/NOx, O3, and SO2 recorded between 4 and 6 m height at PS1, PN1, PN2, and PN3 Site Gas Monitor Measurement principle Detection limit PS1 CO NO NOx O3 CO2 NO NOx MLU MonitorLabs or TE425 Thermo Environmental Bendix +TE UV Airmotec NO Analyzer CLD AL 770 ppt and photolytic converter PLC 760 (ECO-Physics) Ozone monitor, model 1009-CP dasibi, or ozone analyzer, model 49C Thermo Environmental Instruments Inc. MLU MLU NDIR Chemiluminescence 50 ppb 1 ppb Chemiluminescence+UV Gas chromatography Chemiluminescence 1 ppb 10 ppmV 710% o15 pptV (600 s integration), o50 pptV (30 s integration), resp., 710% UV absorption 1 ppbV (49C) 75% (49C) PN1 O3 PN2 PN3 CO NO NOx O3 NO NOx O3 SO2 Accuracy NDIR Chemiluminescence MLU APNA 360 Horiba UV absorption Chemiluminescence 0.0005 ppm 710% APOA 360 Horiba APSA 350 E Horiba UV absorption UV fluorescence 0.0005 ppm 0.002 ppm 710% 710% compounds are reported by Petrea et al. (2005). Prior to and after each SOP, the Airmovoc 2010 devices were calibrated using a certified calibration gas of 30 VOC components. At PN3 (Fig. 3), BTX was detected by an Airmovoc 1010 during the whole field phase. This instrument was calibrated automatically. Remote sensing of VOC was made by the DOAS systems on both sides of the motorway up to 13 May. Details of DOASVOC detection are given in Pundt et al. (2005). 3.2.4. Measurements of particulate matter The equipment measuring properties of particulate atmospheric aerosol was operated continuously during the field phase, except for the elevator instrumentation operated during SOPs only (Fig. 7). The tower PS2 was equipped with two scanning mobility particle sizers (SMPS) for scanning particle sizes between 10 and 700 nm, while tower PN2 carried three SMPS. Optical particle counters (OPC) measuring particles sizes in 15 classes between 0.3 and 20 mm were installed at one level and temporarely mounted in the elevators during the SOPs. In the lee side elevator, an electrostatic lowpressure impactor (ELPI, detection range 0.03 –10 mm) and a diffusion charger (DC) were in use during the SOPs. Highly resolved vertical size distributions of PM were measured by the ELPI, which clearly indicate the plume height. In the PS2 and PN2 basements, the mass of particles below 1 mm diameter was detected by PM1 and below 10 mm by PM10 instruments and averaged over 30 min. Black carbon (BC, averaged over 5 min), in particular soot, was recorded by aethalometers at the same place. The particle number, particle size distribution, particle mass, and composition of particles were detected by OPC, EC/OC, aerodynamic particle sizer (APS, size range 0.2–10 mm), PARTISOL (PM 2.5 and PM 10), and TEOM (PM 2.5 and PM 10) instruments at the PN2 basement. Elemental and organic carbon (EC/ OC) was measured at PS1. In addition, particulate matter PM10 was retained in filters of the low-volume sampler (LVS) at PS2, PS1, and PN2. The filters were replaced after 24 h and analyzed at the laboratory. As the plume height and differences in particle mass and size distribution could be detected between the windward and lee sides, particle emission by traffic could be estimated (Imhof et al., 2005; Rosenbohm et al., 2005). 3.3. Quality assurance, traffic census, and emission model The BAB II QA program for gas and aerosol measurements, including measurement of certified calibration gases and ambient air measurements, was implemented by an independent group from the University of Stuttgart, according to procedures given in Kanter et al. (2002). The concentrations of the calibration gases were checked at certified laboratories. Correction coefficients and equations were calculated ARTICLE IN PRESS U. Corsmeier et al. / Atmospheric Environment ] (]]]]) ]]]–]]] 9 Fig. 7. Instrumentation measuring PM: at the towers SMPS and OPC; in the elevators an ELPI and a DC at the lee side as well as OPCs at both sides. EC/OC was measured at PS1. At the tower basements particle number, particle size distribution, particle mass, and kind of particles were detected by OPC, EC/OC, PM1, PM10, BC, APS, SMPS, PARTISOL, and TEOM instruments. LVSs for PM10 were operated at PS2, PS1, and PN2. For details see text and Imhof et al. (2005) and Rosenbohm et al. (2005). for the instruments and applied to the data. Details of the QA procedures, the harmonization of the instruments and the remaining measurement uncertainties are given in Vogt et al. (2005). Traffic characteristics were recorded during most of the SOP time and during additional intervals at the measurement lines and at the automatic traffic test port at a motorway exit northwest of the measurement lines. The traffic samples taken during the SOPs could be used to update the data collected at the automatic test port, getting representative traffic data for the whole BAB II period. License plate numbers, recorded with a video camera, were compared with the central vehicle register of the German Kraftfahrtbundesamt (Federal Traffic Agency) that provided vehicle-specific data in anonymous form. The information about vehicle category, engine type, cubic capacity, and date of registration allowed to assign the registered vehicles to 82 vehicle layers as defined in the emission factor handbook (UBA, 1999). For traffic census results see Kühlwein and Friedrich (2005). Different sets of emission data were calculated using the model of John (1999) and applying the three stages of model improvements by Kühlwein and Friedrich (2005) based on BAB II data. The model is based on high-resolution input parameters. The degree of resolution in calculating emissions from road transport is determined by the degree of disaggregation of the emission factors available. The best emission factors available are disaggregated in vehicle layers and typical driving patterns. Correction factors exist for cold-start surcharges, road grade, and vehicle loadings (UBA, 1999). Normally, the essential traffic parameters cannot be obtained by measurements. Hence, statistical data of traffic volume, car fleet composition, and mean driving pattern distributions are taken for emission modeling. Based on such data, first a pre-calculation of emissions was made, while finally the actual traffic census data were used to update the emission calculations and to compare measured and calculated emissions (Corsmeier et al., 2005). 4. The BAB II field phase The crucial point in calculating source intensities from measurements of real-world emissions is the validity of the meteorological requirements for the method, i.e. wind blowing perpendicular to the motorway and stationary and homogeneous conditions. This is documented by Fig. 8 which shows wind speed and wind direction during the field phase. Because of the variability of the wind direction, sectors of 7451 with respect to the perpendicular approaching flow were tolerated. The motorway is directed from 1351 to 3151. Thus, differences of vertical trace gas and particle concentration profiles can be calculated if the wind ARTICLE IN PRESS U. Corsmeier et al. / Atmospheric Environment ] (]]]]) ]]]–]]] 10 315 8 270 7 225 6 180 5 135 4 3 90 2 45 1 0 3 4 5 6 7 8 9 360 12 11 10 9 8 7 6 5 4 3 2 1 0 315 270 225 180 135 90 45 0 9 WS in ms-1 2 WD in degrees WS in ms-1 1 10 11 12 13 14 15 16 17 12 11 10 9 8 7 6 5 4 3 2 1 0 360 315 270 225 180 135 WD in degrees WS in ms-1 9 WD in degrees 360 10 90 45 0 17 18 19 20 21 22 23 24 25 May 2001 Fig. 8. Time series of wind speed (WS, solid line) and wind direction (WD, dotted line) from 1 to 25 May 2001. Horizontally shaded areas indicate wind directions approximately perpendicular to the motorway (01–901 and 1801–2701), while dark shaded areas indicate predominantly valid wind directions during SOPs. comes from the sectors of 01–901 and 1801–2701. These sectors are horizontally shaded in Fig. 8. Beginning and end of the SOPs are marked by vertical lines, indicating the intervals of elevator operation at the towers. The wind speed on 2, 8, 9, 14, and 24 May was mostly below 4 m s1. During these SOPs, high-pressure situations over Europe with few cumulus clouds, high incoming radiation, and mixing conditions during the day as well as stable stratification at night prevailed. In the SOPs on 17 and 18 May a stronger southwesterly flow in front of a western European trough accompanied by overcast sky and some rain was observed when a cold front passed the area. Table 3 summarizes the BAB II periods with the conditions for estimating source intensities using lee–windward differences being fulfilled. Time periods ARTICLE IN PRESS U. Corsmeier et al. / Atmospheric Environment ] (]]]]) ]]]–]]] 11 Table 3 BAB II periods with the conditions for estimating source intensities being fulfilled: wind from sectors 01–901 or 1801–2701 and CO concentration differences 420 ppb between the lowest and uppermost measuring level on the lee side and NOx differences 45 ppb, respectively, traffic density 41000 vehicles per hour, minimum interval length 3 h during SOPs and 4 h during other times Wind direction Day Begin CEST End CEST Duration South South South South South South South South North North North North North North North North North North North North Thursday Friday Tuesday Monday Tuesday Wednesday Thursday Friday Wednesday Wednesday Saturday Sunday Monday Tuesday Thursday Friday Monday Tuesday Wednesday Friday 03 04 08 14 15 16 17 18 02 02 05 06 07 08 10 11 21 22 23 25 03 04 08 14 15 16 18 19 02 02 05 06 07 08 10 12 21 22 23 25 13 6 4 14 14 4 14 14 2 3 14 8 14 4 6 11 13 14 5 4 May May May May May May May May May May May May May May May May May May May May 07:00 06:00 16:00 06:00 06:00 06:00 06:00 06:00 06:00 16:00 06:00 12:00 06:00 06:00 06:00 09:00 06:00 06:00 06:00 06:00 May May May May May May May May May May May May May May May May May May May May 20:00 12:00 20:00 20:00 20:00 10:00 20:00 20:00 08:00 19:00 20:00 20:00 20:00 10:00 12:00 20:00 19:00 20:00 11:00 10:00 Precipitation O O O Intervals within SOPs are in bold. Nighttime intervals between 20 and 06 CEST are excluded due to stable stratification of the PBL. with less than 1000 vehicles per hour passing the measuring line were excluded. In most cases, such periods occurred between midnight and 06 CEST on working days and between 00 and 08 CEST on Sundays. Additionally, only those vertical profiles of continuous gas measurements were taken into account, where CO concentration differences were 420 ppb between the lowest and uppermost measuring level at the lee side and NOx differences were 45 ppb for a time period of at least 3 h. The model-based source intensity calculations were performed between 06 and 20 CEST. Altogether, 181 vertical CO and NOx profiles, each averaged over 1 h, are available. In mid-May 2001, sunrise was at about 05:45 CEST and sunset took place at 21:00 CEST in the area. Mixing started not later than 09 CEST and in most cases ended after 17 CEST. To ensure development of a well-mixed layer up to the height of the towers at least, as verified by the backscatter signal of the SODAR, only measurements within this interval were taken to calculate source intensities of CO and NOx. As a result of this criterion, the number of 1 h profiles was reduced to 126. Examples of potential temperature, wind speed, and humidity profiles as well as the corresponding CO and NOx profiles on both sides of the motorway are given in Fig. 9. The profiles were recorded during SOP 4 on 14 May, a situation with southerly wind turning to south- west during the day. Hence, the north tower was the lee tower. One-hour mean profiles taken between 08 and 11 CEST are presented. Prandtl layer wind profiles were found. Wind speed calmed down from 3.5 m s1 to about 2.0 m s1 within the selected time. The temperature increased by about 3 1C and the stability in the lower 18 m changed from stable at 08 CEST to unstable at 11 CEST due to mixing starting at 08 CEST. The humidity decreased with height. The number of vehicles passing the measurement line between 07 and 08 CEST increased from 2800 to 5500 per hour. The windward profiles in Fig. 9 are constant with height, while the lee profiles of both species are characterized by increased concentrations at lower levels. The plume height is between 15 and 30 m and the highest differences between windward and lee side, 160 ppb for CO and 20 ppb for NOx, respectively, are measured at 08 CEST when the traffic reached its maximum and stratification was still stable in the layer up to 18 m. The subsequent profiles show a less-developed plume due to enhanced mixing and reduced traffic density. It is important that the individual signatures of the corresponding CO and NOx profiles on the lee side are very similar. This indicates that the measurement principle and its technical implementation worked well. The vertical profile of particle size distribution is very similar to the concentration profiles of the exhaust gases. ARTICLE IN PRESS U. Corsmeier et al. / Atmospheric Environment ] (]]]]) ]]]–]]] 12 60 height in m agl 50 40 30 20 10 0 0 2 4 v in m s-1 292 294 7 Θ in K 8 9 q in g kg-1 60 CO 8:00 CO 9:00 200 300 400 200 300 400 CO 10:00 CO 11:00 200 300 400 200 300 400 height in m agl 50 40 30 20 10 0 ppb 60 NOX 8:00 NOX 9:00 NOX 10:00 NOX 11:00 height in m agl 50 40 30 20 10 0 0 20 40 0 20 8 40 9 0 ppb 10 20 40 0 20 40 11 CEST Fig. 9. One hourly mean vertical profiles of wind speed WS, potential temperature Y; specific humidity q (upper diagrams), CO (middle diagrams), and NOx (lower diagrams) measured at both towers on 14 May 2001 between 08 and 11 CEST. Mean wind direction was about 1801. In the middle and lower diagrams the windward profiles (south tower, thin line) and lee profiles (north tower, bold line) are given. The particle plume height often varies between 10 and 30 m. The size distribution in the plume is characterized by a double-peak structure: There are up to 70,000 very small particles per cm3 (o 0.1 mm) and very few big particles (41 mm). The small particles are supposed to be primary soot emissions from the vehicles and condensed sulfur particles. The greater ones are dust particles dispersed by the cars, abrasion from tyres, and coalesced soot particles (Imhof et al., 2005; Rosenbohm et al., 2005). ARTICLE IN PRESS U. Corsmeier et al. / Atmospheric Environment ] (]]]]) ]]]–]]] 5. Summarizing remarks It was shown that in cases of wind directions perpendicular to the motorway, significant differences in exhaust gas concentrations and particle concentrations can be measured between the windward side and the lee of the motorway. In case of an appropriate traffic census and a stringent quality control for the instruments, the method for determining real-world vehicle emissions by calculating concentration differences works quite well, as will be shown in the subsequent papers of this issue, if essential prerequisites are fulfilled. These are wind perpendicular to the motorway; flat motorway and flat surrounding terrain, no flow obstacles; high and constant traffic density on the motorway; no secondary emission sources nearby; field measurements of sufficient time length; highly developed emission calculation model, including details of the traffic census. Gaseous and PM emissions measured by different techniques as well as the calculated source intensities will be reported in detail in the following papers. The measured emissions and emissions calculated by a model will then be compared in the final paper. The major insights of BAB II, which will be explained in the individual papers, are as follows: In comparison to tunnel studies, BAB II is much more elaborate. The circumstances under which the emissions are calculated are more realistic than in a tunnel. On the other hand, the uncertainties of the measurements may be greater in case of an open motorway, if the prerequisites for the method are not exactly fulfilled. A pronounced double-peak structure with a lot of very small particles emitted by the vehicles was detected in the particle size distributions measured close to the motorway. Atmospheric turbulence induced by the vehicles is an important factor when determining the exhaust gas and particle distribution near the motorway by numerical models (Bäumer et al., 2005). The range of influence of motorway or vehicleinduced turbulence is restricted to the area near the ground up to a maximum distance of 50 m in the lee of the motorway. The turbulent kinetic energy, correlating mainly with HDV density, measured at a distance of 2.5 m in the lee is about 70% higher than on the windward side and therefore should not be neglected in turbulence parameterizations schemes of diffusion models (Kalthoff et al., 2005). 13 Evaluated numerical emission models represent sensitive tools for sophisticated emission calculations and forecasts. Among others, the efficiency of future emission reduction strategies can be determined, the consequences of new traffic routes for the residents can be calculated, and ozone predictions can be made. Acknowledgments The authors gratefully acknowledge the commitment and assistance of G. Emmert and D. Wacker, land owners of the fields where the BAB II equipment was installed. Thanks also go to the authorities of the City of Heidelberg for their cooperation in granting the permits to build up the measuring lines on public and private ground. 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