1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Turbulence and Plume Thermodynamic Structures during Low-Intensity Subcanopy Fires Daisuke Seto and Craig B. Clements Fire Weather Research Laboratory San José State University San José, CA 95192 USA Tara Strand Pacific Wildland Fire Sciences Laboratory USDA Forest Service Seattle, WA 98103 Harold Thistle Forest Health Technology Enterprise Team USDA Forest Service Morgantown, WV 6505 Robert Mickler Alion Science and Technology Durham, NC 27713 Corresponding Author: Daisuke Seto Email: daisuke.seto@sjsu.edu Phone: 408-924-5189 Fax: 408-924-5191 1 46 47 Abstract 48 Smoke emissions and dispersion from low intensity fires are currently not well represented 49 by existing models, partly because they are highly sensitive to atmospheric turbulence within 50 and above forest canopies. There have been few studies linking current understanding of 51 canopy turbulent flow and fire-atmosphere interaction. For this reason, in-situ turbulence 52 measurements were made in the Calloway Forest in North Carolina during the winter 2010 53 and 2011 to investigate subcanopy micrometeorology and smoke plume dynamics associated 54 with a low intensity flaming front moving through the burn unit. The tower measurements 55 showed that the largest increases in the horizontal velocities were observed near the surface. 56 Observed plume vertical velocities were 5 m s-1 within the canopy and 8 m s-1 at the canopy 57 top. Fine-scale in-plume temperature measurements showed intrusion of cool air with 58 downdrafts and strong vertical heat transport with updrafts. Turbulence statistics suggest that 59 the mean winds and friction velocity increased within and above the canopy during the fire 60 front passage. Increased drag coefficient indicated increased momentum transfer in 61 subcanopy fire environments occurs, and increased normalized standard deviation of vertical 62 velocity σw/u* may suggest more effective mixing/dispersion in the vertical within the canopy 63 during the fire front passage. Maximum 1-min averaged sensible heat fluxes of 15-65 kW m-2 64 and instantaneous maximum values ranging from 326 and 856 kW m-2 were observed in the 65 plume. Comparisons of our turbulence measurements with those observed during an 66 experimental wind-driven grass fire suggest that in spite of low plume temperatures, low 67 intensity subcanopy fires may potentially be able to generate nearly as strong fire-induced 68 winds as wind-driven grass fires due to strong coupling between fire and atmosphere. 2 69 70 Keywords: fire-atmosphere-canopy interactions; low-intensity fire; smoke transport; 71 turbulence; heat flux; in-situ measurement 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 3 92 93 1. Introduction Turbulent flows in canopies have been investigated for many decades due to their distinct 94 properties that do not follow other surface layer theory. Kaimal and Finnigan (1994) and 95 Finnigan (2000) provide excellent reviews of flow characteristics both in and above canopies 96 such as momentum absorption by canopies and resulting inflection point profile, turbulence 97 dynamics controlled by large coherent eddy structure, and spectral shortcut. 98 Because wildfire environments are very unstable given extremely high flame temperatures 99 and large sensible heat flux, effect of instability on canopy turbulence is of particular interest. In- 100 canopy dispersion studies of pheromone plumes (Thistle et al. 2004) showed that the pheromone 101 plume movement and dispersion depends on both atmospheric stability and wind speed through 102 the canopy. Shen and Leclerc’s (1997) modeling study suggests that ejections contribution 103 increases with unstable conditions whereas the sweeps contribution to the momentum flux 104 decreases. Lee and Mahrt (2005) stated that in open canopies strong diabatic heating can lead to 105 increased within-canopy buoyancy generation of turbulence. Launiainen et al. (2007) explored 106 how diabatic stability affects turbulence characteristics in and above a pine forest. They 107 identified mean and turbulence statistics as well as spectral characteristics across a wide range of 108 atmospheric stabilities. Influence of extreme local instability beyond diabatic heating has not 109 been well investigated. Turbulence studies related to unstable atmosphere caused by diabatic 110 heating provide indirect yet plausible information that connect current knowledge of canopy 111 turbulence and plume dynamics with subcanopy and forest fires. While there is a wealth of 112 canopy flow and turbulence data, there have been few studies to date directly linking canopy 113 turbulence and fire-atmosphere interaction. 4 114 Field measurements during experimental fires have been made over the past few decades. A 115 major study of grassfire behavior was undertaken by CSIRO in Australia where grassfires are 116 major concern (Cheney and Sullivan 2008) and for this reason, several open grassfire 117 experiments were conducted (e.g., Cheney et al. 1993; Cheney and Gould 1995). However, their 118 primary focus was to determine a relationship between ambient mean winds and rate of fire 119 spread, the influence of turbulence on grass fire behavior was not investigated. The FireFlux 120 experiment (Clements et al. 2007; 2008) provided a first comprehensive dataset to quantify 121 turbulence generation during the passage of wind-driven fire fronts (FFP defined as fire front 122 passage, Clements et al. 2008) and revealed detailed fire plume temperature structure and plume 123 heating rates (Clements 2010). Similar in-situ measurements were made over various fuel and 124 terrain to investigate spectral characteristics of turbulence generated during the passage of fire 125 fronts (Seto et al. 2013). Using IR imagery and image flow analyses, Clark et al. (1999) and 126 Coen et al. (2004) estimated small-scale horizontal and vertical velocities and sensible heat flux 127 during crown fires. 128 Recent advances in fire-atmosphere coupled models made it possible to treat small-scale 129 turbulence and fire-atmosphere interactions. Sun et al. (2009) investigated the effects and relative 130 importance of fire-induced turbulence in the atmospheric boundary layer on grass fire spread 131 using a coupled fire-atmosphere LES model and found that a strong downdraft caused by an 132 interaction between the fire-induced plume circulation and a strong eddy circulation in the ABL 133 can bring down higher momentum from aloft to the surface and increase the rate of fire spread, 134 especially for a large fire simulation. Fire-atmosphere coupled models have been used to 135 simulate FireFlux experiment using in situ micrometeorological data (e.g., Filippi et al. 2013; 136 Kochanski et al. 2013). Linn et al. (2010) used the FIRETEC model (Linn and Cunningham 5 137 2005; Linn et al. 2005) to study coupled fire behavior over various fuels (grass, chaparral, and 138 ponderosa pine forests) on flat and sloped terrain. Meanwhile, attempts in simulating fires in the 139 forest have also been made recently to explore the complex relationship between the canopy 140 layer and smoke dispersion (e.g., Lavrov et al. 2006; Meroney 2007; Bova and Bohrer 2010; 141 Kiefer et al. 2013). On the other hand, in-situ turbulence and thermodynamic data during fires 142 are still very limited to date, even without the presence of the canopy. Smoke emissions and 143 dispersion from low intensity fires are currently not well represented by existing models, partly 144 because they are highly sensitive to atmospheric turbulence within and above forest canopies. 145 Wind and turbulence under a forest environment during fire front passage are highly 146 variable (Sullivan and Knight 2001). Gould et al. (2007) examined changes in wind under a 147 Eucalypt forest during surface FFP and found spatial variation in wind gusts to be high, with 148 differences in gustiness recorded as little as 40 m apart. This variability in turbulence and wind 149 makes understanding momentum, heat, and scalar transfer difficult. Yet understanding 150 turbulence surrounding the FFP and the buoyancy produced by the fire is a necessary step 151 towards improving smoke transport prediction models. Also, improved knowledge on the full 152 variation of temperature with height above a surface fire is important for understanding the fire’s 153 effect on the canopy, such as leaf scorch and seed/stem death, which ultimately dictates the 154 ecosystem health (Mercer and Weber, 2001). With more and more lands under a managed fire 155 return interval, the physical processes surrounding FFP requires further attention. Further data 156 collection in the forest environment during FFP is necessary to develop relationships models can 157 use to predict smoke plume transport and ecological impacts. 158 159 The objective of this paper is to present observational results of sub-canopy turbulence structures and micrometeorology measured during low-intensity, prescribed fires. Data were 6 160 collected from two prescribed burns that took place in southeastern United States in a Long leaf 161 pine forest (Pinus palustris Mill.) undergoing ecological restoration. The datasets collected 162 afforded a unique way to compare winds and turbulence at two locations (two 163 micrometeorological towers) during a similarly intense fire and to compare between two 164 different fires with an intense phenomena occurring under the third tower. The two sets of 165 comparisons allow for a better understanding of fire behavior similarities and differences. Plume 166 buoyancy is discussed and these data are used to explore the possibility of smoke plume 167 transport from sub-canopy prescribed fires. 168 169 2. Field experiment description 170 2.1 Site and fuel description 171 Three low-intensity prescribed burns took place during the late winter and early spring 172 (February and March) of 2010 and 2011 at The Nature Conservancy's (TNC) Calloway 173 Forest/Sandhills Preserve in North Carolina, USA (Fig. 1). Three of the five burn units, with two 174 burned on the same day, were used to collect turbulence data during the FFP. Table 1 lists the 175 burns that were used to collect these data. 176 The experimental burns were surface fires under a long leaf pine stand approximately sixty- 177 five years old sitting on gentle rolling terrain of old sand dunes. The mean tree height (hc) was 20 178 m. The soil was sandy with little to no organic matter beyond the surface duff layer. Majority of 179 the surface fuels were in the 1-hr (defined as ¼ of an inch or less in diameter) size classification 180 and consisted of long leaf pine litter, both cured and live wiregrass (Aristida stricta), American 181 turkey oak (Quercus laevis), and regeneration long leaf pine. Surface fuels in the larger fuel 182 classifications were present, however they were very few and did not carry the fire. Pre-burn fuel 7 183 loadings in 2010 and 2011 were 3.14 tons/acre (7,039 kg/ha) and 5.81 tons/acre (3,024 kg/ha), 184 respectively. 185 186 187 2.2 Weather Background weather observations were made using standard surface weather stations and 188 upper-air rawinsondes for determining stability and local vertical wind profiles. The rawinsonde 189 sounding was conducted in the large clearing area near the burn unit prior to ignition. In 2010, 190 relative humidity of 20% was observed before the ignition with it ranging from 13-18% during 191 the burn. Winds were very light northwesterly at the surface and < 5 m s-1 from west-west 192 southwest up to 1 km AGL (above ground level) (Fig. 3a). In 2011, relative humidity was 30% 193 before ignition, and it remained between 35-40% during the burn. Winds were very light from 194 east-southeast at the surface and < 10 m s-1 from south to south southwest above the surface. The 195 mixing height was around 1.5 km AGL in 2010 and around 1 km AGL in 2011 (Fig. 3b). The 196 surface layer was generally drier in 2010 than 2011. In both years, the atmosphere below the 197 inversion was neutral except near-surface where a superadiabatic layer was observed. 198 199 200 2.3 Fire Ignition was controlled by the burn manager and interior ignition teams to keep the flame 201 height relatively low so that fire intensity, as defined by Alexander (1982), remained low in 202 order to prevent canopy scorch and to keep the prescribed burn in control. Initial backing fires 203 (fire moving into predominant wind direction) were followed by strip and spot head fires by 204 interior fire crews. Rate of fire spread was recorded only in 2011 using two 1 m poles and then 205 calculated using the known distance between the poles and the time it took the fire front to pass 8 206 each pole. Maximum flame height was estimated from photos (Fig. 3) and video as it passed by 207 each tower. The fire behavior characteristics are summarized in Table 1. 208 In this paper, blackline refers to a burning technique used by the hand igniters during the 209 experimental burns to protect the instruments. The technique surrounds the instrument with a 210 small amount of consumed fuel (‘blackline’) thus reducing the heat intensity directly near the 211 instrument. Fire was allowed to approach instrumented towers after the blackline was complete. 212 Figure 3 shows photos taken around the time of FFP. 213 214 3. Instrumentation and data processing 215 3.1 Instrumentation 216 Two 20-m guyed aluminum towers were deployed within Unit 14 in the year 2010; San José 217 State University (SJSU) and U. S. Forest Service (USFS) towers. The SJSU tower was deployed 218 within Unit 19 in the year 2011. Hereafter, we reference the three tower locations as SJ10, FS10, 219 and SJ11, respectively. The locations of the towers are shown in Fig. 1. The towers were 220 deployed in a relatively open, gap-like area in the canopy in order to place the guy cables away 221 from tree branches. These gaps were randomly distributed throughout the unit and are typically 222 found in southern pine regeneration forests. The SJ10 and SJ11 towers were equipped with three 223 3-D ultrasonic anemometers: Applied Technologies, Inc. (ATI), Sx-probes were used at 3- and 224 10-m Above Ground Level (AGL), and a R.M. Young Company, Model 81000 was mounted at 225 20-m AGL. The FS10 tower was equipped with three ATI Vx-probe 3-D ultrasonic anemometers 226 mounted at 3-, 12-, and 20-m AGL. An array of fine-wire thermocouples was attached to the 227 SJ10 and SJ11 towers to measure plume and near-surface temperature profiles every meter from 228 the ground up to 20 m AGL. The thermocouple data were sampled at 10 Hz and saved to 5 Hz. 9 229 Total and radiative heat fluxes were measured at SJ10 and SJ11 sites using a Schmidt- 230 Boelter gauge total heat flux sensor (Hukseflux, SBG01) and a Gardon gauge radiant heat flux 231 sensor (Medtherm, 64P-50-24), respectively. These types of heat flux sensors are widely used for 232 fire research and fire testing laboratories (Pitts et al. 2006). The heat flux sensors were mounted 233 in a rectangular aluminum box and located near the towers. The sensor box was attached to a 234 fence post about 1 m AGL facing horizontally. Both the tower bases and heat flux sensors were 235 protected from the extreme heat of the fire using fireproof insulation material. 236 237 238 3.2 Data processing Daytime data between 9:00 to 17:00 LT on the day of the experimental fire were used in the 239 analyses. Time series data from the sonic anemometer arrays were first inspected visually to 240 remove unrealistic spikes. Then a despiking routine was performed to remove erroneous spikes 241 that were four times the standard deviation within a 1-min moving window and the spikes were 242 replaced by linearly interpolated values. The despiking was repeated 3 times following Lee et al. 243 (2004). Clark et al. (1999) and Coen et al. (2004) have suggested ±5 standard deviations from the 244 mean wind velocity as plausible estimate of fire-induced wind extremes, however their 245 measurements were conducted during intense forest fires and thus, for our low intensity burns we 246 maintained ±4 standard deviations throughout the data processing. The velocity data were further 247 processed by rotating the horizontal velocities into streamwise and crosswise velocity 248 components, u and v respectively, and the vertical velocity component w was tilt-corrected 249 following Wilkzak et al. (2001) over 30 min blocks/periods. The signature of the fire front 250 passage within the turbulence data is characterized by a sharp increase in both horizontal and 251 vertical wind velocities as well as sudden shifts in the wind direction. The sonic temperature data 10 252 also show a sharp increase during FFP. For the analyses, the period of fire influence on the 253 turbulence data were kept within single 30-min windows in order to isolate the ambient 254 turbulence conditions from the fire induced environment. The sonic temperatures were not 255 corrected for variations in humidity. Turbulence statistics were calculated using perturbations 256 from 30 min mean variables and averaged every 30 min (1 min for sensible heat flux) for the 257 analyses. 258 259 4. Results 260 4.1 Wind velocities and plume temperature 261 4.1.1 Horizontal velocity 262 The 10 Hz horizontal wind velocities measured at SJ10, FS10, and SJ11 towers are 263 presented in Figs. 4a, 4b, and 4c, respectively. Because the individual horizontal component 264 velocities, u- and v- tended to be highly influenced by the location and orientation of the 265 approaching fireline to each tower we used the vector (horizontal velocity, U) in our analyses. U 266 was analyzed before, during, and after the FFP. Wind direction was highly variable within the 267 canopy space and this made interpretation of the wind direction influenced by the FFP difficult; 268 for this reason wind direction is not presented. Non-FFP flow was characterized by wind shear 269 in the upper canopy layer caused by momentum absorption by canopy foliage. Data from all 270 three towers demonstrated this characteristic prior and post FFP. Evidence of this was in the 271 form of the horizontal winds, which were stronger above the canopy compared to those within 272 the canopy except the occasional gust into the canopy understory. 273 During the FFP at the SJ10 tower, increased horizontal wind speeds were evident at z = 274 0.15h (Fig. 4a). Higher than ambient-level wind speeds were observed in the immediate fire 11 275 environment with U 2-3 m s-1 stronger than the ambient gusts. The strongest winds observed 276 near the surface ranged between 5-6 m s-1, which occurred for a very short duration, and 277 intermittent gusts of 3-4 m s-1 occurred within the canopy outside the FFP window. 278 Increased U at the top of the canopy due to the fire was small compared to the ambient 279 winds, which were stronger at the canopy top compared to the forest floor. The maximum sonic 280 temperature measured during FFP at the SJ10 tower was 134°C at z = 0.15h, (Fig. 4g), and this 281 temperature peak corresponded to the blacklining around the tower base, which was at 13:57 282 EST. The sonic temperatures at z = 0.5h and 1.0h did not exceed 60°C. 283 Horizontal winds at the FS10 tower, located upwind of the SJ10 tower, followed a similar 284 pattern with minimal increased horizontal velocity at the top of the canopy during FFP. The in- 285 canopy FFP winds were less, ranging from 1-2 m s-1 above ambient wind gusts near the surface 286 (0.15h). The sonic temperature values at all measurement heights were similar to those observed 287 at the SJ10 tower. 288 The SJ11 tower data showed that the horizontal wind speeds increased to a maximum of 7.9 289 m s-1 at z = 0.15h and 9.1 m s-1 at z = 0.5h during the FFP. The wind velocity above the canopy 290 also increased in the form of a strong downdraft with a peak of 7.8 m s-1; however, the ambient 291 winds above the canopy prior to the FFP showed gusts ranging from 5 and 6.8 m s-1, indicating 292 limited influence of the fire on the above-canopy flow. 293 At the SJ11 tower two large peaks in sonic temperature were observed at z = 0.15h. The first 294 occurred at 16:00 EST and was caused by the initial blacklining around the tower. During this 295 ignition, the sonic anemometer at z = 0.15h recorded a temperature of 158°C (Fig. 4h). Similar 296 to FS10 and SJ10, the sonic temperatures measured at mid-canopy and at the top of the canopy 297 indicated a smaller temperature perturbation than the sonic temperature near the surface, with 12 298 temperature values of 85°C and 43°C at z = 0.5h and 1.0h, respectively. At this tower there was 299 a second sonic temperature peak, which was the maximum for z = 0.5h and 1.0h. This was 300 caused by a head fire moving toward the tower from southern edge of the burn perimeter, and 301 this was when the strongest influence of the fire was observed in the time series. The SJ10 and 302 FS10 towers also have a head fire signature in their dataset, but it is small relative to the initial 303 blackline FFP. The head fire during 2011 was more intense compared to what was allowed to 304 pass by the towers in 2010. 305 306 307 4.1.2 Vertical velocity The vertical velocity fields can be used as an indication of the plume’s updraft intensity and 308 as a general indication of the fire’s intensity (Coen et al. 2004). Hereafter, we use the terms 309 ‘updraft’ and ‘downdraft’ to refer to fire-induced buoyant upward motion and resulting 310 downward motion typically mentioned as fire-induced circulation in order to distinguish from the 311 normal process of ‘ejections’ and ‘sweeps’. Pre- and post-FFP maximum vertical velocities (i.e., 312 sweeps-ejections) were generally between 1-2.5 m s-1 below the canopy and 1.5-3.5 m s-1 at the 313 canopy top. There was a clear increase in the vertical velocity during the FFP due to the fire- 314 driven buoyancy of the plume (Figs. 4d, 4e, and 4f). A majority of the observed maximum 315 updrafts were on the order of 5 m s-1 at all towers. The strongest updraft occurred at the top of 316 the canopy during at SJ11 (Fig. 4f) and was 8.7 m s-1. This occurred when the head fire 317 approached the tower, with a sonic temperature of 135°C at z = 1.0h (Fig. 4i). At all towers, fire- 318 induced downdrafts were evident during FFP but mainly within the canopy (z = 0.15h and z = 319 0.5h). The magnitude of the downdrafts associated with FFP was weaker during the 2010 burns 320 (SJ10 and FS10) compared to those observed in 2011 (SJ11). The difference between fire- 13 321 induced vertical velocities and sweep-injection velocities was 2-4 m s-1 within the canopy and 2- 322 4.5 m s-1at the canopy top. The updrafts were largest in magnitude at the canopy top 323 measurement height (1.0h) while the downdrafts were largest in magnitude at the lowest 324 measurement height (0.15h). 325 326 327 4.1.3 Plume thermodynamics Data from the thermocouple arrays mounted on the SJ10 and SJ11 towers combined with 10 328 Hz in-plume wind velocity data allowed for assessment of the thermal structure of the plume 329 above the fire. It is noted first that 1 s averaged thermocouple temperatures presented in this 330 section appear lower than the 10Hz sonic temperatures presented in the previous section as a 331 consequence of the averaging. The plume temperature profile, observed at the SJ10 tower (Fig. 332 5a), suggests a vertically oriented plume around 12:58: 00 EST and tilted plume structure around 333 13:00:00 EST. The tilted plume structure is noted by high temperatures near the ground rather 334 than uniform temperatures through the vertical column. The thermocouple temperature reached 335 30-60°C near the surface while the temperatures above mid canopy remained below 30°C. Both 336 the sonic temperature and thermocouple measurements suggest that a majority of the high in- 337 plume temperatures were confined to near the surface, suggesting either rapid entrainment and 338 cooling of the plume aloft or a horizontally tilted plume. 339 Vertically oriented plume structure was observed at the SJ11 tower (Fig. 5b). In-canopy 340 plume temperatures were high even above the mid-canopy height, with a maximum temperature 341 of 105°C near the top of the canopy. This occurred at 16:17:00 EST. The timing of this maxima 342 coincides with a strong updraft with peak instantaneous vertical velocity of 8.7 m s-1 at z = 1.0h 343 (indicated as arrow A in Fig. 5). Downdrafts exceeded the sweeps in magnitude at z = 0.15h and 14 344 0.5h (indicated by arrows B and C in Fig. 5d) and pockets of lower temperature air were evident 345 between high temperature plume features, signifying an intrusion of cool air near the ground. It 346 is possible that multiple individual thermal plumes merged and accelerated near the top of the 347 canopy resulting in the temperature maxima and strong updrafts. Another possible explanation of 348 the warm canopy-top temperature is the absorption of the radiative and convective heating from 349 the surface fire by the canopy and the horizontal transport of the heat near the canopy top. 350 Although we cannot be conclusive about this plume behavior near the canopy top due to 351 inadequate spatial velocity and pressure measurements, the warming near the canopy top is a 352 result of the interaction between the fire, atmosphere, and forest canopies. The extinction depth 353 of heat flux below and above the canopy and the heat flux absorption rate by the canopy 354 determines when a surface fire causes severe desiccation of foliage during FFP. 355 356 357 4.2 Turbulence statistics To predict local smoke impacts from low-intensity, sub-canopy fires, quantitative 358 knowledge of the dynamic buoyant phase of the smoke plume, which determines the final plume 359 rise height and therefore vertical distribution of pollutants, is required (Goodrick et al. 2012). 360 Previous studies have shown that current models describe poorly the evolution of strongly 361 buoyant plumes (Kiefer et al. 2011), and this is partially due to the lack of in-situ observations of 362 the turbulence field. The observed in-plume turbulence characteristics are discussed in this 363 section to quantify their role on fire-atmosphere interactions and plume dynamics during sub- 364 canopy fires. 365 366 4.2.1 Friction velocity and drag coefficient 15 367 Friction velocity, u*, is an important atmospheric scaling variable because it is a measure of 368 the rate of momentum transport, and it varies with the surface property and the magnitude of the 369 wind (Kaimal and Finnigan 1994). The friction velocity was calculated following Stull (1988) 370 as 𝑢∗ = (𝑢′𝑤′ + 𝑣′𝑤′ ) 371 velocity increased from near-surface to the canopy top (Fig. 6) and these trends are similar to 372 those shown by Shaw et al. (1988), Amiro (1990) and others. The friction velocity increased at 373 all heights during FFP as compared to pre- and post-FFP. The u* values ranged from 0.4 and 0.9 374 m s-1 during the FFP. Additionally, the vertical linear trends remained the same during FFP with 375 higher friction velocity at the top of the canopy compared to mid-canopy and near the surface. 2 376 2 1/4 . Without the presence of a fire (i.e., pre- and post-FFP), friction Drag coefficient, CD, is required for the parameterization of the surface stress or relating the 377 momentum flux to the mean wind profile. The subcanopy drag coefficient is calculated as CD = 378 u*2/U2 following Mahrt et al. (2000). Table 2 shows the drag coefficients measured at 0.5h (10 379 m AGL). The averaged values of CD before and after the FFP were lower than the averaged CD 380 during the FFP. Increased values of the drag coefficient were evident during the FFP at all three 381 towers suggesting increased momentum transfer during FFP. The CD values during the FFP are 382 in the range 0.11‒0.23. Interestingly, at the SJ10 tower, the CD after FFP was higher compared to 383 before FFP and the opposite occurred at the FS10 tower with the CD before FFP higher compared 384 to after FFP. The prescribed burn started near the SJ10 tower and progressed past the SJ10 tower 385 towards the FS10 tower, ending shortly after it passed the FS10 tower. Most of the burning took 386 place between the two towers and the elevated CD values demonstrate the increase in turbulence 387 and exchange of momentum, heat and mass during the burn. 388 Typically, increases in wind speed and friction velocity are non-linear and consequently, the 389 drag coefficient may systematically decrease while the mean wind increases due to streamlining 16 390 effects (Finnigan 1979; Brunet et al. 1994; Rudnicki et al. 2004). This may not always be the 391 case within the fire environment as friction velocity was found to substantially increase (Figs. 392 6a-c). The 𝑢′, 𝑣′, and 𝑤′ components all increase during FFP, hence, it is not surprising to see an 393 increase in momentum transfer, represented by the increased drag coefficients, despite the 394 corresponding increase in wind speeds 𝑈 (Figs. 6d-f). These results demand further work such 395 as model sensitivity analysis because temporal variability of the 𝑢′ , 𝑣′, and 𝑤′ is hypothesized to 396 lead to uncertainty. 397 398 4.2.2 Normalized standard deviations of velocity 399 Normalized standard deviations were used to compare the variation in the velocity 400 components by height and between towers. They are defined as σi/u* where σ is the standard 401 deviation and i represents the u, v, or w wind component. The standard deviations were 402 normalized by u*, which was calculated from the velocity components measured at the top of the 403 canopy. Normalized standard deviations of u velocity at the canopy top before and after the FFP 404 (Figs. 7a-7c) were similar in magnitude for all towers and to those presented by Finnigan (2000), 405 although the characteristic ‘s’ shape was not observed in this study. For pre, post, and during 406 FFP variation in the u component was greater near the surface, indicating eddy motion near the 407 surface was dominant compared to the shear stress at the canopy top. Strangely at FS10, the 408 overall σu/u* profile decreased during FFP and this was due to the fact that u* increased more 409 than σu did. For SJ11, σu/u* was greater at the surface during FFP compared to pre and post FFP 410 values. It is probable that this was due to conflicting fire fronts, the black line and the head fire, 411 which caused directional shifts in the u component. Normalized standard deviations of v velocity 412 in Figs 7d-7f closely resemble those of u velocity. The overall limited shift in σu/u* values during 17 413 FFP can be related to the mean wind profiles. The shape of the mean wind profile during FFP did 414 not differ from pre- or post-FFP (Fig. 6), which suggests limited influence of the FFP on the 415 relative contribution of wind shear at each height. 416 During the FFP, normalized standard deviations of w shown in Figs. 7g-7i increased near the 417 surface and at mid-canopy (SJ10 and SJ11 towers), but they remained relatively unchanged at 418 the FS10 tower. For SJ11, σw/u* near the surface more than doubled during FFP, however it 419 remained the same at the canopy top. The more intense head fire, at FS11, generated strong 420 updrafts at the surface but this did not extend beyond z=0.5h. The high plume temperatures 421 observed at the SJ11 tower (Fig. 5b) are associated with the increased mixing as indicated by the 422 increased σw/u* at the surface and mid-canopy during the FFP. At this tower, like the other 423 towers, the normalized w velocity was similar to the pre and post FFP values so the updrafts 424 generated by the fire encountered the strong horizontal mean winds at the canopy top. These 425 results suggest that subcanopy fires increase turbulence near the surface but their influence on 426 mixing at the canopy top is not stronger than the background shear stress produced by the 427 foliage. 428 429 430 4.2.3 Sensible heat flux Heat flux is one of the most important feedbacks from fire to the atmosphere (Jenkins et al. 431 2001). Observations of heat flux allow us to quantify the amount of heat transported from the 432 fire front into the near-surface environment and can be used to evaluate coupled fire-atmospheric 433 model physics (e.g. Filippi et al. 2013; Kochanski et al. 2013). The sensible heat flux, Hs, was 434 calculated as Hs = 𝜌𝑐𝑃 𝑤′𝑇′, where ρ is density of air and cp is the specific heat of dry air. We 435 neglect the density variations associated with different plume gases (e.g., Clements et al. 2008). 18 436 The time series of 1-min averaged sensible heat flux observed at SJ10, FS10, and SJ11 towers is 437 presented in Fig. 8. The maximum sensible heat flux at SJ10 and FS10 towers was observed at 438 0.15h with smaller magnitudes observed at 0.5h and 1.0h, and these peaks coincide with 439 blacklining operations around each tower base. Figure 5a also shows that between 13:00 and 440 13:01 EST at SJ10 tower the hot plume remained below mid-canopy height, resulting in the 441 lower sensible heat fluxes above the mid-canopy height. The maximum sensible heat flux value 442 was 30 kW m-2 at SJ10 tower and 15 kW m-2 at the FS10 tower. The blacklining operation at 443 SJ11 resulted in a sensible heat flux peak of 64 kW m-2. When both the backing and head fire 444 approached the SJ11 towers, the sensible heat flux increased to 31 kW m-2 and 67 kW m-2 at the 445 mid-canopy and top-canopy levels, respectively, while the sensible heat flux at z = 0.15h 446 remained lower at 22 kW m-2. 447 Total and radiative heat fluxes emitted from the fire front in the horizontal direction are used 448 to estimate fire front residence time and fraction of radiative heat flux to total heat flux. 449 Observed total and convective heat fluxes at SJ10 and SJ11 towers are presented in Fig. 9. 450 Ignition was made to blackline around the instrument box so strictly speaking, the measured heat 451 fluxes are more representative of the intensity of the fire generated by nearby fuel. The total and 452 radiative heat fluxes measured at SJ10 tower were 50 kW m-2 and 18 kW m-2, respectively, and 453 they were nearly twice as large compared to those observed at SJ11 tower around 15:58 EST 454 when the fuel around the sensor was ignited. It is worth mentioning that the secondary peak of 455 total and radiative heat fluxes observed at 16:17 EST in Fig. 6b was caused by the head fire 456 approaching the tower from the south and the heat flux sensors captured the approaching head 457 fire some distance away. However, because the heat flux sensors were originally pointed to the 458 direction of the backing fire, the measurements likely underestimated the actual heat flux 19 459 intensities of the head fire. Peak radiative heat flux was 36% and 48% of the total heat flux 460 measured at SJ10 and SJ11 site, respectively. 461 462 5. Discussion 463 5.1 Comparison to FireFlux experiment and other field observations 464 In order to understand the relative strength of fire-induced winds and heat flux during low 465 intensity subcanopy fires, the observed winds and plume thermodynamic structures in our study 466 are compared to winds and buoyant plume generated by a higher intensity grass fire during the 467 FireFlux experiment. Observed fire-induced wind velocity at 2 m AGL during the FireFlux was 468 7 m s-1 which is three times greater than the ambient winds. Observed peak fire-induced winds in 469 our study showed 4-6 m s-1 increase from ambient winds at z = 0.15h and the mean horizontal 470 winds within and at the top of the canopy doubled from the ambient mean values (Fig. 4c) during 471 the FFP, despite the fact that in-plume maximum temperature of 150°C observed during our 472 study was about half of what was observed during the FireFlux (295°C at 4.5 m AGL). 473 Subcanopy fires are relatively slow-spreading and low in intensity compared to fast-spreading, 474 moderate intensity grass fires or high intensity crown fires. Even so, a head fire in the 475 subcanopy environment generated fire-induced winds at z = 0.15h that quadrupled from the 476 ambient sub-canopy wind velocity. This result suggests that subcanopy fires may potentially be 477 able to generate nearly as strong fire-induced flow as wind-driven grass fires, depending on 478 spread patterns (i.e., head fires vs. backing fires) and fuel conditions (dryness, thickness, etc.). It 479 should be noted that ambient flow may not be dominated by the heating supplied by the fire in 480 wind-driven fires. In contrast, the effect of buoyancy forcing on the acceleration of the flow 481 could be significant even for small fires in weak winds, and the flow and fire are dynamically 20 482 coupled so that the flow responds strongly to the heating supplied by the fire (Jenkins et al. 483 2001). Fire-induced buoyancy and the effect of ambient wind shear can be quantified by the flux 484 Richardson number Rf, which is the ratio of production of turbulence by buoyancy to that by 485 ambient wind shear. The flux Richardson number is defined in Stull (1988) as 486 487 𝑅𝑓 = (𝑔/𝜃𝑣 )(𝑤′𝜃𝑣 ′) (𝑢′ 𝑤 ′ )𝜕𝑢/𝜕𝑧 + (𝑣 ′ 𝑤 ′ )𝜕𝑣/𝜕𝑧 488 489 Mean vertical gradient of wind velocities u and v was calculated between 3 m and 10 m (12 m 490 for FS10) and 10 m and 20 m and flux values were calculated as layer-average. Calculated 491 stability parameter h/L and Rf during the FFP in Table 4 show at the surface an unstable stability 492 (h/L << 0) and buoyancy-driven environment as indicated by larger numerator. The values of Rf 493 decrease with height because there is strong wind shear near the upper canopy even during the 494 FFP. The measured peak updraft of 8.7 m s-1 and peak downdraft of 5 m s-1 in our study showed 495 similar strength to those observed during the FireFlux experiment. It is hypothesized that 496 downdrafts may have influence on surface fire spread in subcanopy fires even with the presence 497 of forest canopy and stronger updrafts above the convection column. 498 Large values of σu/u and σw/u found at z = 0.15h at SJ11 tower can be explained by intense 499 turbulent motion as discussed in Launiainen et al. (2007), although the SJ10 and FS10 towers did 500 not show identical structures. Similar to Lee and Mahrt’s (2005) discussion for daytime 501 subcanopy turbulence generation by local buoyancy rather than downward transport of 502 turbulence from above the canopy, subcanopy fire environments likely produce and enhance 503 turbulence within the canopy generated by local fire-induced buoyancy. The within-canopy 504 turbulence generated by diabatic heating and resulting local buoyancy is known to be inactive 21 505 and does not contribute to momentum fluxes. In contrast, elevated CD values may suggest an 506 increase in active turbulence that transports heat during the burn as upward momentum. 507 Differences in plume temperature variations were observed between the 2010 and 2011 508 subcanopy burns (Fig. 5). Morvan et al. (2011) showed in their numerical simulations of grass 509 and shrub fires that the merging of a head and back fires propagating in opposite directions can 510 result in a quick increase in total heat release rate, fireline intensity, and flame height. The 511 difference in the observed maximum plume temperatures between SJ10 and SJ11 towers (Fig. 5) 512 indicate that this phenomenon likely occurred under the SJ11 tower. The head fire produced 513 higher fire intensity and therefore released more heat into the atmosphere. The results of in- 514 canopy vertical plume temperature profiles have an implication on prescribed fire management 515 in terms of impacts on ecosystem and vegetation survival, especially during low-intensity 516 prescribed fires in forests because high plume temperatures can be produced locally, depending 517 on ignition patterns and possibly sub-canopy atmospheric conditions. 518 The maximum sensible heat flux values from the SJ10 tower and FS10 tower are 519 comparable to the FireFlux grass fire (Clements et al. 2007), despite the fact that the plume 520 temperature was much higher during the grass fire. This is because the fast-moving nature of 521 wind-driven fire over the grass field results in short duration of intense plume heating, whereas 522 slow-moving backing fire within the canopy generates a less intense, yet increased duration of 523 atmospheric heating due to light winds and weaker entrainment. Peak instantaneous sensible heat 524 flux of 856 kW m-2 observed at SJ11 (Table 3) were rather similar to the estimated instantaneous 525 sensible heat flux of 1 MW m-2 during FireFlux. There were periods when negative sensible heat 526 fluxes were observed at z = 0.15h and 0.5h (not shown), indicating recirculating downdrafts of 527 warm air into the base of convective column. 22 528 Our measurements of total and radiative heat fluxes during the sub-canopy fire experiments 529 are similar in magnitude to the peak total heat flux of 40 kW m-2 and radiative heat flux of 25 530 kW m-2 observed by Silvani and Morandini (2009), who conducted a fire spread experiment in 531 the field over a pine needle fuel bed, despite the fact that fuel characteristics (moisture content, 532 fuel load and geometry etc.) are most likely different and can have a significant role in heat flux 533 values. The heat flux radiometers during the 2010 and 2011 experiments were sampled at 10 Hz 534 which could lead to lower heat flux values according to Frankman et al. (2013) who showed that 535 degradation in convective heating measurements can occur for sampling rates less than 100 Hz. 536 Nonetheless, our heat flux measurements should provide values representative of low intensity 537 subcanopy fires and comparable to future model comparisons. 538 539 5.2 Comparison to existing model simulations 540 Fire-induced flow dynamics during low intensity subcanopy fires can be better understood 541 by comparing the relative intensity of the observed fire induced flow during subcanopy fires in 542 our study with surface fire portion of numerical simulations of a crown fire. Simulations of wind 543 velocities and fuel temperatures in a ponderosa pine forest with ground fuel bed over flat terrain 544 were presented previously by Linn et al. (2010) using FIRETEC, a coupled fire-atmospheric 545 model (Linn and Cunningham 2005; Linn et al. 2005). Based on their simulated u- and v- 546 velocities near the surface (z = 0.7 m AGL), we estimate their peak fire-induced horizontal wind 547 velocity to be 7-10 m s-1, and their peak updrafts of 6-8 m s-1. The fire-induced horizontal wind 548 velocities of 5-8 m s-1 and updrafts on the order of 5 m s-1 in our study compare fairly well in 549 magnitude with their simulated values near the ground, despite the fact that the simulation 550 included the canopy fire component. It is possible canopy fire has less influence on fire-induced 23 551 winds near the surface. Through a model canopy experiment, Beer (1991) argued the importance 552 of sweeps of air and downward recirculation of heat to unburnt fuel ahead of the fire during 553 subcanopy fires, whereas Taylor et al. (2004) suggest that downdrafts may have less influence on 554 head fire shape in crown fires because of the presence of the forest canopy and strong updraft. 555 These issues invite more field measurements and modeling studies. 556 557 558 6. Summary and Conclusions Smoke emissions and dispersion from low-intensity, subcanopy prescribed fires are 559 currently not well characterized by existing models, partly because emissions are highly sensitive 560 to atmospheric turbulence within and above forest canopies. This study focused on analyses of 561 in-situ turbulence and plume thermodynamic structures in canopy space when low-intensity 562 surface fires burn through a surface fuel bed dominated by pine litter fuel. Even though the two 563 burns took place in the same forest with similar fuel beds, measured wind velocity and 564 temperature data during FFP produced different results, and this was likely due to a head fire 565 ignition in the 2011 burn. Some of the key findings from this study are; 566 567 1) In-situ tower data showed that low intensity subcanopy fire is capable of modified 568 horizontal velocity fields. The magnitudes of the fire-induced horizontal flow observed 569 during lower intensity fires were smaller than horizontal winds observed during a higher 570 intensity head fire converging with a backing fire. 571 2) Both tilted and vertically oriented plume structures were observed. The vertically 572 oriented plume structure was accompanied with highest plume temperature and strongest 573 vertical wind velocities near the top of the canopy height when two firelines merged near 24 574 the tower. The strongest updraft of 8.7 m s-1 observed near the canopy top at SJ11 tower 575 may be caused by the plume convergence at the canopy top or heat absorption by 576 canopies. In-plume downdrafts within the canopy and entrainment of cool air were also 577 identified from in-plume vertical velocity combined with the time-height contour plot of 578 temperature. 579 3) The presence of subcanopy fire resulted in the increased mean horizontal wind and 580 friction velocity within and at the top of the canopy. Fire-induced flow observed within 581 and above the canopy at all towers suggests locally increased horizontal transport of heat, 582 momentum, and pollutants. Despite the increased mean winds, drag coefficient increased 583 during the FFP, indicating increased momentum transfer in subcanopy fire environments. 584 Normalized standard deviation of vertical velocity σw/u* increased under the influence of 585 the fire, whereas increases in the normalized standard deviation of streamwise and 586 crosswise velocities σu/u* and σv/u* were not as obvious as increases in σw/u*. This may 587 suggest more effective mixing/dispersion in the vertical than in the horizontal within the 588 canopy during the FFP. 589 4) Maximum measured sensible heat fluxes from all towers ranged from 15 to 65 kW m-2 590 when averaged over 1 min, with instantaneous maximum values ranging from 326 to 856 591 kW m-2 (Table 3). Peak radiative heat flux was 36% and 48% of the total heat flux 592 measured at SJ10 and SJ11 site, respectively. 593 5) Comparisons of our turbulence measurements with those observed during an 594 experimental head fire over grass fuel suggest that in spite of low plume temperatures, 595 low intensity subcanopy fires may potentially be able to generate nearly as strong fire- 596 induced winds as wind-driven grass fires under favorable fuel conditions due to strong 25 597 coupling between fire and atmosphere. The fire-induced horizontal wind velocities of 5-8 598 m s-1 and vertical velocities of 5 m s-1 with peak updraft velocity of 8.7 m s-1 in our study 599 compare well in magnitude with near-surface horizontal and vertical wind velocities for a 600 pine forest fire simulation by Linn et al. (2010), suggesting a possibility that as long as 601 fire-induced winds near the surface are concerned, canopy fire has less influence on 602 surface fire. 603 604 While it is unknown in what degree our measurements represent the turbulence and plume 605 structures in other types of forests as fuel heterogeneity and fire-induced flow drive different fire 606 behavior, this data can be used for both qualitative and quantitative comparisons with results of 607 numerical model simulations of low-intensity fires in canopies. Also, the results of this analysis 608 will help fire researchers conducting field experiments of subcanopy fire behavior in the future 609 and land managers concerning safe fire operations and smoke managements during prescribed 610 fires. 611 612 Acknowledgement 613 This project was funded by the Joint Fire Science Program (JFSP 09-1-4-2). We thank The 614 Nature Conservancy (TNC) North Carolina Chapter who put time and effort into assisting us 615 with this project. In particular, we thank burn boss Mike Norris, TNC Fire Manger Margit 616 Bucher, and the TNC fire crew and volunteers. Their support was essential to success of the 617 project. We also give a special thanks to Andy Trend, Scott Gilmour, and Gary Kees for help 618 with the installation and operation of our towers and instrumentations. 619 26 620 References 621 622 623 Amiro, B.D., 1990: Comparison of turbulence statistics within three boreal forest canopies. 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Wildland Fire, 776 18, 50-60. 777 778 Taylor, S.W., Wotton, B.M., Alexander, M.E., Dalrymple, G.N., 2004: Variation in wind and 779 crown fire behavior in a northern jack pine – black spruce forest. Can. J. For. Res., 34, 1561- 780 1576. 781 782 Thistle, H.W., Peterson, H., Allwine, G., Lamb, B., Strand, T., Holsten, E.H., Shea, P.J., 2004: 783 Surrogate pheromone plumes in three forest trunk spaces: composite statistics and case 784 studies. Forest Science, 50(5), 610-625. 785 786 787 Wilczak, J.M., Oncley, S.P., Stage, S.A., 2001. Sonic anemometer tilt correction algorithms. Boundary-Layer Meteorol. 99, 127-150. 788 789 32 790 791 792 793 794 795 796 797 798 799 800 801 802 803 804 805 806 807 808 809 810 811 812 813 814 815 Figures Figure 1. A map of experimental site showing the burn units 14 and 18/19 and instrument tower locations. Initial ignition locations and directions of backing fire progression are indicated by flame symbols and orange arrows, respectively. 33 816 817 818 819 820 821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837 838 839 840 841 842 843 844 Figure 2. Sounding profiles of temperature (red), dew point (green), and wind speeds and directions plotted with height observed prior to the ignition; (a) at 11:20 EST on 7 Mar 2010, (b) 11:18 EST on 16 Feb 2011. Lines of constant temperature, dry adiabat, and saturation mixing ratio are also shown in the background. 34 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868 869 870 871 872 Figure 3. Photos of fire front passage at (a) SJ10 tower at 13:00 EST, (b) FS10 tower at 14:05 EST, (c) SJ11 tower at16:01 EST and (d) a photo of tilted plume above the canopy at 16:16 EST in 2011. 35 873 874 875 876 877 878 879 880 881 882 883 884 885 886 Figure 4. Time series of 10 Hz horizontal wind speed U (a-c), vertical velocity w (d-f), and sonic temperature Ts (g-i) observed at SJSU tower (year 2010; left column), FS tower (year 2010; center column), and SJSU tower (year 2011; right column). The periods between the two vertical dashed lines indicate the FFP. 36 887 888 889 890 891 892 893 894 895 896 897 898 899 900 Figure 5. Time-height plot of 1 Hz averaged plume temperature (top), and time series of 10 Hz in-plume vertical wind velocity (middle) and horizontal wind velocity (bottom) observed at SJSU tower in 2010 (left) and in 2011 (right). 37 901 902 903 904 905 906 907 908 909 910 911 912 913 914 915 Figure 6. Vertical profiles of friction velocity (top, a-c) and horizontal mean wind velocity (bottom, d-f) measured at each tower. Error bars indicate one standard deviation. 38 916 917 918 919 920 921 922 923 924 925 926 927 928 929 930 931 Figure 7. Vertical profiles of standard deviations of streamwise (top), crosswise (middle), and vertical (bottom) velocities normalized by friction velocities measured at the canopy top at each tower. Error bars indicate ±1 standard deviation. 39 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 947 948 949 950 951 952 953 954 955 956 957 958 959 960 961 962 963 964 965 966 967 968 969 970 971 972 Figure 8. Time series of 1-min averaged Sensible heat flux measured at (a) SJ10, (b) FS10, and (c) SJ11 towers. 40 973 974 975 976 977 978 979 980 981 982 983 984 985 986 987 988 989 990 991 992 993 994 995 996 997 998 999 1000 1001 1002 Figure 9. Time series of 1 Hz total (red) and radiative (blue) heat fluxes measured at SJ10 and SJ11 tower sites. 41 7-Mar-10 Burn date FS10/ SJ10 12-Feb-11 Tower SJ11 Latitude, Longitude 35.2333, 79.369 35.6360, 79.5038 Post-fire 1.5/1.8 42 Pre-burn 35 2 Size (hectares) 0.86 38 Maximu Fuel m flame moisture height content (m AGL) (%) 3.14 0.86 Fuel load Fuel load (tons/acre) (tons/acre) 11:20 AM 3:20 PM 5.81 End of hand ignition (EST) 25 11:00 AM 5:00 PM Start of hand ignition (EST) 71 Table 1. Tower and its associated burn information including the date the prescribed burn took place, the latitude and longitude of the starting location of the prescribed burn, size of the burn, and time of start and end of hand ignition. 1006 1007 1008 1009 1010 1011 1012 Tables 1003 1004 1005 pre-FFP FFP post-FFP 1013 1014 1015 1016 1017 SJ10 0.14 ± 0.01(5) 0.19 (1) 0.16 ± 0.01(6) FS10 0.21 ± 0.02 (5) 0.23 (1) 0.14 ± 0.01 (3) SJ11 0.08 ± 0.01 (13) 0.11(1) 0.05 (2) Table 2. Values of drag coefficient observed at z = 0.5h (0.6h for FS10) before, during, and after the fire passage at each tower. Numbers in parentheses are the numbers of 30 min runs analyzed. Values after the ± sign represent the standard errors. 43 1018 1.0h 0.5 (0.6)h 0.15h 1019 1020 1021 1022 1023 SJ10 12/19 19/188 29/477 FS10 10/143 11/226 15/326 SJ11 67/856 32/800 63/738 Table 3. Summary of observed 1 min average/10Hz peak sensible heat fluxes (kW m-2) at each tower. 44 1024 1025 1026 1027 1028 1029 1030 1031 1032 SJ10 FS10 SJ11 h/L Rf (upper) -2.06 -2.5 -1.63 -10.01 -5 -5.77 Rf (lower) -4.73 -10.16 9.67 Table 4. Values of 30-min averaged, during-FFP stability parameter h/L (ratio of canopy height h to Obukhov length L evaluated at canopy top height) and flux Richardson number Rf computed between adjacent levels. 45