• <tr id="yyy80"></tr>
  • <sup id="yyy80"></sup>
  • <tfoot id="yyy80"><noscript id="yyy80"></noscript></tfoot>
  • 99热精品在线国产_美女午夜性视频免费_国产精品国产高清国产av_av欧美777_自拍偷自拍亚洲精品老妇_亚洲熟女精品中文字幕_www日本黄色视频网_国产精品野战在线观看 ?

    Quantifying the Contribution of Track Changes to Interannual Variations of North Atlantic Intense Hurricanes※

    2022-01-20 07:04:44JunLULiguangWUandShunwuZHOU
    Advances in Atmospheric Sciences 2022年2期

    Jun LU, Liguang WU, and Shunwu ZHOU

    1Key Laboratory of Meteorological Disaster, Ministry of Education/Joint International Research Laboratory of Climate and Environment Change/Collaborative Innovation Center on Forecast and Evaluation of Meteorological Disasters/Joint Center for Data Assimilation Research and Applications, Nanjing University of Information Science and Technology, Nanjing 210031, China

    2Department of Atmospheric and Oceanic Sciences and Institute of Atmospheric Sciences,Fudan University, Shanghai 200433, China

    3Innovation Center of Ocean and Atmosphere System, Zhuhai Fudan Innovation Research Institute, Zhuhai 518057, China

    ABSTRACT Previous studies have linked interannual variability of tropical cyclone (TC) intensity in the North Atlantic basin (NA)to Sahelian rainfall, vertical shear of the environmental flow, and relative sea surface temperature (SST). In this study, the contribution of TC track changes to the interannual variations of intense hurricane activity in the North Atlantic basin is evaluated through numerical experiments. It is found that that observed interannual variations of the frequency of intense hurricanes during the period 1958-2017 are dynamically consistent with changes in the large-scale ocean/atmosphere environment.

    Key words: interannual variations, intense hurricanes, track changes, vertical shear

    1. Introduction

    Hurricane damage in the United States is closely related to hurricane intensity. Pielke et al. (2008) found that about 85% of all hurricane damage is caused by major hurricanes (Saffir-Simpson Categories 3, 4, and 5). In the North Atlantic (NA), interannual variability of the frequency of major hurricanes has been linked to physical factors such as Sahelian rainfall, vertical shear of the environmental flow, and sea surface temperature (SST) (e.g., Landsea and Gray, 1992; Goldenberg and Shapiro, 1996;Murakami et al., 2018). However, mechanisms by which physical factors affect tropical cyclone (TC) intensity in the NA basin and their relative importance have not been well understood.

    The interannual variability of TC activity in the North Atlantic basin has been investigated by focusing on the changes in vertical wind shear (VWS) associated with the influence of the El Ni?o/Sothern Oscillation (ENSO). The pioneering study of Gray (1984) noted that the development of El Ni?o conditions suppressed TC occurrence,while La Ni?a years enhanced TC activity. The reduction in TC activity during El Ni?o years was attributed to the increased VWS associated with anomalous upper-level westerly winds driven by an eastward-shifted and weaker Walker Circulation. Goldenberg and Shapiro (1996) further found that the VWS changes associated with ENSO were one of the most important factors affecting interannual variations of major hurricanes.

    Along with studies related to ENSO, the Atlantic Meridional Mode (AMM) has been considered in the analyses of Atlantic hurricane variations. Vimont and Kossin (2007)found that seasonal hurricane activity in the Atlantic is strongly related to the AMM on interannual time scales.Kossin and Vimont (2007) also related the frequency and distribution of major hurricanes to the AMM phase. During strong negative phases, very few tropical storms form and only a small percentage intensify into major hurricanes,while during strong positive phases, more storms form and many become major hurricanes. They found that the composite differences of VWS and SST provide causal evidence for the observed change; anomalously low (high) VWS and high (low) SST are found during positive (negative) AMM phases, and various local mechanisms were proposed to explain the changes in VWS.

    In addition to VWS, Landsea and Gray (1992) found that the annual frequency of major hurricanes was strongly related to concurrent western Sahelian monsoon rainfall.That is, there are more (fewer) major hurricanes during wet(dry) years. They proposed two possible physical mechanisms. The first possible physical mechanism is associated with a difference in VWS. Stronger upper tropospheric westerly winds lead to more VWS during drought years. The other possible physical mechanism is related to the influence of Sahelian monsoon rainfall on the intensity of easterly waves, since over 90% of all major hurricanes form from easterly waves in wet years. In wet western Sahelian years, easterly waves emanating from Africa have strong amplitudes with more concentrated, persistent deep convection.However, Landsea and Gray (1992) provided little evidence for the linkage between easterly waves with strong amplitudes and TC intensity. Recently, the effect of western Sahelian rainfall has been questioned. Fink and Schrage(2007) showed the degradation of the relationship between hurricane intensity and Sahel rainfall in terms of the relationship between accumulated cyclone energy (ACE) and the western Sahel rainfall index. Recent Colorado State University (CSU) seasonal forecasts do not consider the western Sahelian monsoon as a predictability source.

    Studies have also suggested other environmental parameters that can affect TC intensity. Based on maximum potential intensity (MPI) theory (Miller, 1958; Malkus and Reihl, 1960; Emanuel, 1987; Holland, 1997), SST and outflow temperature theoretically establish an upper limit for TC intensity, or MPI. Note that SST can indirectly affect intense hurricane activity. It is suggested that relative SST change (the SST change in the tropical main development region relative to the tropical mean SST) plays a more important role in causing potential intensity changes than local SST (Vecchi and Soden, 2007; Vecchi and Knutson, 2008;Murakami et al., 2018). Murakami et al. (2018) explored the factors linked to enhanced major hurricane activity in the NA basin during 2017. Using a suite of high-resolution model experiments, they suggested that the key factor controlling Atlantic major hurricane activity appears to be the degree to which the tropical Atlantic warms relative to the rest of the global ocean.

    Wing et al. (2015) indicated that outflow temperature(OFT) affects interannual variations of TC potential intensity. Emanuel et al. (2013) found that the recent stratospheric cooling trend near the tropopause contributed significantly to the upward trend in potential intensity. Moreover,TC-induced vertical mixing and upwelling of cooler subsurface ocean waters reduce the underlying SST (Price, 1981).The shallower the ocean mixed layer depth (MLD), the stronger the resulting sea surface cooling (Bender and Ginis, 2000; Shay et al., 2000; Wu et al., 2005; Lin et al.,2008, 2009; Pun et al., 2013). The influence of the ocean MLD on TC intensity has recently been confirmed(Emanuel, 2015; Mei et al., 2015). Balaguru et al. (2018)found that the increasing magnitude of hurricane rapid intensification in the central and eastern tropical Atlantic is mainly caused by the increase in mixed layer depth, which can be linked to the positive phase of the Atlantic Multidecadal Oscillation (AMO).

    Unlike individual TCs, the basin-wide changes of TC intensity can result from changes in prevailing TC tracks because of the spatial variations of large-scale environmental parameters (e.g., Wu and Wang, 2008; Kossin and Camargo, 2009; Zhan and Wang, 2017; Wu et al., 2018).Wu et al. (2018) integrated an axisymmetric intensity model coupled with a simple one-dimensional ocean model along the observed tracks of TCs in the western North Pacific during the period 1980-2015. They found that changes in prevailing TC tracks can account for more than half of the basinwide intensity trend during the period 1980-2015.

    Although previous studies have identified the relationship of TC intensity in the NA basin with environmental parameters, the relative importance of these parameters and the possible impact of track changes (including formation location and subsequent movement) are still unknown. The objective of this study is to quantify the relative contributions of various factors to interannual variations of TC intensity in the NA basin during the period 1958-2017. Based on numerical experiments conducted with an intensity model(Emanuel et al., 2008; Wu and Zhao, 2012; Wu et al., 2018;Wang and Wu, 2019), two specific issues are addressed: (1)whether the observed interannual variations of TC intensity are consistent with changes in the atmosphere/ocean environment and prevailing tracks, and (2) which factor plays the dominant role in the interannual variations of intense hurricanes.

    2. Data and methodology

    Considering the uncertainty in the historical records of TC intensity (Landsea et al., 2006; Knutson et al., 2010;Kossin et al., 2013), the basin-wide intensity is measured by the annual count of the most intense hurricanes (categories 4 and 5 on the Saffir-Simpson scale) (Webster et al., 2005;Wu, 2007; Wu and Wang, 2008). For convenience, the most intense hurricanes (categories 4 and 5) are called intense hurricanes in this study. Wu and Zhao (2012) suggested that the frequency of intense hurricanes is more sensitive to changes in large-scale parameters than other intensity indices. Since the annual counts of intense hurricanes depend on the annual tropical cyclone formation frequency,the proportion of intense hurricanes is also used in this study. The Atlantic TC track data are from the second-generation Atlantic hurricane database (HURDAT2) maintained by the National Oceanic and Atmospheric Administration(NOAA) National Hurricane Center (Landsea and Franklin,2013).

    The large-scale atmosphere/ocean environmental parameters are from the following datasets. The SST data are from the NOAA extended reconstructed SST (ERSST version 5) data with 2° latitude by 2° longitude resolution(Huang et al., 2017). The ocean MLD data are derived from the ocean reanalysis data from the ECMWF Ocean Reanalysis System 4 (ORAS4) with a resolution of 1° by 1° (Balmaseda et al., 2013). Effort has been made to establish reliable MLD calculation methods (e.g., Kara et al., 2000;Huang et al., 2018). In this study, we use the definition of the depth where the temperature is 0.5°C less than the SST(Price et al., 1986; Kelly and Qiu, 1995; Monterey and Levitus, 1997). The OFT is represented by the tropopause temperature because the tropopause can be taken as the cloud top.The tropopause is defined by where the temperature lapse rate becomes greater than 2 K km-1, and the tropopause temperature is obtained from the National Centers for Environmental Prediction/National Center for Atmospheric Research Reanalysis (NCEP/NCAR) with a resolution of 2.5° latitude by 2.5° longitude (Kalnay et al., 1996). The VWS, which is defined as the magnitude of the vector difference of the horizontal winds between 850 hPa and 200 hPa,is derived from the NCEP/NCAR reanalysis. The Ni?o-3.4 index is obtained from the National Center for Atmospheric Research/University Corporation for Atmospheric Research Reanalysis (NCAR/UCAR; Rasmusson and Carpenter,1982).

    The numerical experiments in the study are conducted with the TC intensity model, which is adopted from Emanuel et al. (2008). It is an axisymmetric numerical atmospheric model, coupled with a simple one-dimensional ocean model. The model is run along the observed track for each TC. In addition to the observed track, the model input includes four large-scale environmental parameters: SST,OFT, MLD, and VWS. The model is initialized with a warm-core cyclonic vortex with a maximum wind speed of 21 m s-1because the model vortex weakens at the beginning of the simulation (Wu et al., 2018). The currently available water vapor dataset is of low confidence, so the effect of water vapor change on TC intensity is not considered,and the environmental relative humidity in the middle troposphere and boundary layer are constant (45% and 80%,respectively). The other model parameters are the same as those in Emanuel et al. (2008).

    The numerical experiments are carried out for the peak season (August, September, and October). Table 1 lists all the intensity experiments in this study. E1 is designed to examine the capability of the intensity model. The monthly mean environmental parameters are used for each year. E2 is designed to examine the influence of the track changes. In E2, there are no temporary changes in the four environmental parameters, which are averaged for each month over the 60-year period (1958-2017). Four sensitivity experiments are designed to examine the contributions of the four large-scale environmental parameters. In these experiments,we hold one parameter constant averaged for each month over the 60-year period (1958-2017), while the other parameters are the same as in E1. Specifically, the MLD (SST,OFT, and VWS) is fixed in SE1 (SE2, SE3, and SE4).

    For comparison, we categorize intense hurricane activity over the period 1958-2017 as the active and inactive years. The interannual variations are first obtained by removing the 5-year running average. Active (inactive) years are defined by when the amplitude of the interannual variations of the frequency of intense hurricanes is larger (smaller)than 0.5 (-0.5) standard deviation. The 18 active years are1961, 1964, 1971, 1974, 1978, 1979, 1985, 1988, 1989,1992, 1995, 1996, 1999, 2004, 2005, 2008, 2010, and 2011,and the 21 inactive years are 1960, 1962, 1963, 1965, 1968,1973, 1976, 1983, 1986, 1987, 1990, 1993, 1994, 1997,2001, 2002, 2006, 2009, 2012, 2013, and 2015. There are 46 (7) intense hurricanes in the selected active (inactive)years.

    Table 1. Summary of intensity experiments.

    Note that the inactive years include El Ni?o years such as 1965, 1983, 1987, 1997, 2002, 2009, and 2015, while the active years include La Ni?a years such as 1988, 2008, and 2010. However, there are exceptions. The inactive year of 1973 corresponds to a La Ni?a year, and the active year of 1992 corresponds to a typical El Ni?o year. In fact, the correlation between the frequency of intense hurricanes and the Ni?o-3.4 index is -0.51. Murakami et al. (2018) found that the correlation coefficient between the Ni?o-3.4 index and the observed major hurricane frequency for the period 1979-2017 is -0.45. Using a suite of high-resolution model experiments, they found that the high number of 2017 major hurricanes was not primarily caused by La Ni?a conditions in the Pacific Ocean.

    3. Verification of the intensity model

    Wu et al. (2018) demonstrated the capability of the intensity model in the Western North Pacific basin, but its performance in the NA basin has not been evaluated. The performance of the intensity model can be evaluated by comparing the annual frequency of intense hurricanes simulated in E1 with the observations (Fig. 1). During the 60-year period, there were 82 intense hurricanes in the observations.Although the monthly environmental parameters are used,the model simulates 79 intense hurricanes, comparable to the observations. The annual frequency of the simulated intense hurricanes is also significantly correlated with the observations (0.69). As shown in Fig. 1a, the model also successfully simulates the variations on the interdecadal timescale, with a relatively inactive period during 1967-94.Close examination indicates that the model shows relatively poor performance during a few years. For example,the model simulates two fewer intense hurricanes in 1961,1978, and 1988, but three and four more intense hurricanes in 2010 and 2011, respectively.

    The TC intensity model can also simulate the average intensification rate well. This can be examined by comparing where TCs first reach category 4 intensity and the averaged 6-h intensification rate. Figure 2 shows the observed and simulated locations where TCs first reach category 4 intensity. In the observations, the TCs reached category 4 intensity mainly in the region 10°-30°N, 40°-100°W. This feature is captured well in E1. Since the intensity model is integrated along the observed track, this suggests that the averaged intensification rate is also simulated well. To demonstrate this, Fig. 3 shows the observed and simulated mean 6-h intensification rates during 1958-2017. The observed and simulated rates show that TCs generally intensify in the region south of 30°N. In addition, the model also simulated the enhanced intensification along the west coast of the Gulf of Mexico and in the region south of 15°N. Note that rapid intensification, which is common for intense hurricanes(Kaplan and DeMaria, 2003; Wang and Zhou, 2008), cannot be realistically simulated with the monthly environmental parameters.

    Fig. 1. The observed (red) and simulated (blue) time series of (a) the annual frequency of intense hurricanes (solid lines) and 5-yr running average (dotted lines) during 1958-2017,and (b) the interannual variations after removing the 5-yr running average. The correlation of the two time series is indicated in (a) and (b).

    Fig. 2. The location of the (a) observed and (b) simulated intense hurricanes that first reach category 4 intensity during 1958-2017. The rectangle indicates the region 10°-30°N,40°-100°W. The total numbers of the observed and simulated intense hurricanes are indicated in (a) and (b).

    Figure 1b shows the time series of the frequency of intense hurricanes on the interannual time scale. The correlation between the simulation and observation time series is 0.65. The two time series have the same standard deviations of interannual variations (1.15). In summary, the intensity model can simulate the activity of intense hurricanes in the NA basin well in terms of the climatology and interannual variability. The successful simulation makes it possible to evaluate the contributions of individual environmental parameters and track changes to intense hurricane activity.

    4. Results of the sensitivity experiments

    In the last section, we have shown that the interannual variability of intense hurricanes can be simulated well with the observed tracks and monthly-averaged environmental parameters. Based on the sensitivity experiments, the influence of track changes is first examined in this section. As indicated in Table 1, all the environmental parameters in E2 are replaced by the monthly means averaged over the period 1958-2017. That is, the influences of the temporary variations in the environmental parameters are removed in E2.The correlation of the frequencies of intense hurricanes for the observations and the simulation in E2 is 0.67 over the period 1958-2017.

    Fig. 3. The 6-h intensity change (m s-1) of the observed (a)and simulated (b) tropical cyclones averaged in 2.5° × 2.5°boxes during 1958-2017.

    By comparing the results in E1 and E2, we can evaluate the contribution from the TC track changes relative to the collective contribution from the environmental parameters. Figure 4 shows the time series of the simulated intense hurricanes in E1 and E2. The correlation of the two time series shown in Fig. 4a is 0.78. For the interannual time series shown in Fig. 4b, the correlation is 0.70. This suggests that track changes account for ~50% of the variance of the interannual variability of intense hurricanes simulated in E1. In other words, the collective influence of the environmental parameters also explains ~50% of the variance of the interannual variability of intense hurricanes simulated in E1. This indicates that track changes play an important role in intense hurricane activity on the interannual time scale.

    We further examine the relative contributions from the individual environmental parameters by comparing the results of SE1, SE2, SE3, and SE4 with those of E1. In each of the sensitivity experiments, the influence of the temporary variations of one environmental parameter is removed. In particular, MLD, SST, OFT, and VWS are fixed in SE1, SE2,SE3, and SE4, respectively. In comparison with E1, Fig. 5 shows the time series of the simulated intense hurricanes in these experiments. On the interannual time scale, the correlations of the simulated time series in E1 with those in SE1,SE2, SE3, and SE4 are 0.95, 0.92, 0.98, and 0.84, respectively. Note that a higher correlation means a lesser influence of the specific parameter. This suggests that VWS is the most important of all the environmental parameters, consistent with the findings of Goldenberg and Shapiro (1996).

    Fig. 4. (a) Time series of the frequency of intense hurricanes (solid lines) and the 5-yr running average (dotted line) in E1 (red) and E2 (blue) during 1958-2017, and (b) the corresponding time series of interannual variations.

    Fig. 5. Comparisons of the time series of the frequency of intense hurricanes (left) and the corresponding time series of interannual variations (right) between E1 and each sensitivity experiment during 1958-2017.The correlation of the two time series in each panel is indicated.

    Since the combined effect of the environmental parameters is removed in E2, we can also examine the relative contributions from the individual environmental parameters by comparing the results of SE1, SE2, SE3, and SE4 with those of E2. Figure 6 shows the comparisons of the time series of the simulated intense hurricanes in these experiments with the time series in E2. The correlations of the simulated interannual variations in E2 with those in SE1, SE2, SE3, and SE4 are 0.75, 0.80, 0.75, and 0.92, respectively. Note that a higher correlation means a greater influence of the specific parameter. Consistent with the comparisons with E1, VWS is again the most important of the four environmental parameters. Also consistent with the comparisons with E1, the SST influence is less than the VWS influence but greater than the MLD and OFT influences.

    The above analysis indicates that track changes play an important role in the interannual variations of intense hurricane activity in the NA basin, while VWS plays a secondary role. On the interannual time scale, the direct influences of changes in MLD, OFT, and SST are relatively small.

    5. Intense hurricane activity in the east and west regions

    A TC track consists of a starting point (formation location) and subsequent movement. While movement is mainly controlled by large-scale steering andβ-drift (Holland,1983; Wu and Wang, 2004), TC tracks are also influenced by their own formation location, which can lead to changes in the duration of TC intensification and environmental parameters experienced by TCs. In this study, the duration of TC intensification is defined as the period between the formation and the time when a TC reaches its lifetime maximum intensity. Figure 7 shows the formation locations of intense hurricanes during active and inactive years. The formation locations for intense hurricanes can be roughly divided by the longitude of 60°W. The east region covers the tropical NA,while the west region mainly includes the Gulf of Mexico and Caribbean Sea. A total of 53 intense hurricanes formed in the east region, accounting for 65% of the total intense hurricanes in the NA basin. Figure 7 also shows the difference of TC formation frequency (contours) between the active and inactive years, which is counted in each 2.5° × 2.5°box. A positive difference indicates enhanced TC formation during active years. We can see that the east and west regions correspond to two regions with enhanced TC formation, respectively.

    Fig. 6. Comparisons of the time series of the frequency of intense hurricanes (left) and the corresponding time series of interannual variations (right) between E2 and each sensitivity experiment during 1958-2017.The correlation of the two time series in each panel is indicated.

    Fig. 7. The difference of TC formation frequency (times a factor of 10) between the active and inactive years. Red (blue)dots indicate the formation location of intense hurricanes in the active (inactive) years. The unit for the TC formation frequency is the number per season (August-October) over a 2.5° × 2.5° box.

    Despite enhanced TC formation, especially in the east region, it should be noted that the active years are mainly signified by the relatively high proportion of intense hurricanes compared to all TCs. In the active (inactive) years,23.6% (4.6%) of TCs intensified into intense hurricanes.This is also indicated by the correlation between the annual frequency and the proportion of intense hurricanes (Fig. 1),which is 0.92. This suggests that the variations of the proportion of intense hurricanes can explain 85% of the variance of the frequency of intense hurricanes. In the east region,34.0% (4.8%) of TCs intensified into intense hurricanes in the active (inactive) years. In the west region, 15.0% (4.3%)of TCs intensified into intense hurricanes in the active (inactive) years. The correlations between the annual frequency and the proportion of intense hurricanes are 0.84 and 0.81 for the west and east regions, respectively. We can see that TCs have a much greater chance of becoming intense hurricanes during active years. This strongly suggests that the enhanced activity of intense hurricanes results from factors other than the annual formation frequency in the NA.

    As discussed in the last section, the importance of track changes relative to the collective contribution from environmental parameters can be evaluated by comparing the results in E1 and E2. In the east region, the correlation of the frequency of intense hurricanes between E1 and E2 is 0.81,indicating that track changes can account for 66% of the variance of the interannual variability of intense hurricanes. In the west region, the corresponding correlation is 0.68, and track changes can explain 46% of the variance of the interannual variability of intense hurricanes. Consistent with the discussion in section 4, TC track changes play an important role in regulating the interannual variations of intense hurricane activity in the west and east regions.

    Track changes include changes in translation speed, duration of intensification, and environmental parameters. These environmental parameters in E2 caused by TC tracks are calculated for all TCs and averaged for the active and inactive years (Table 2), respectively. By comparing these parameters in E2, we can further understand how track changes affect intense hurricane activity. In the west region, track changes do not lead to significant changes in environmental parameters, although the increases in MLD (2.3 m) and SST(0.21°C) and the decreases in OFT (-0.44°C) and VWS(-0.08 m s-1) are favorable for TC intensification. On the other hand, during active years, TCs move faster, and the mean duration is shorter. The decreasing duration of intensification is unfavorable for TC intensification. The decreasing duration of intensification is mainly due to the westward shift of the mean formation longitude, which significantly decreases by 3.79° during active years.

    In the east region, almost all changes of environmental parameters are favorable for TC intensification, but the changes cannot pass the significant test at the 95% confidence level. As indicated in Table 2, the only significant difference occurs for the mean duration time, which increases by 1.53 days, or 36.7 hours. Note that the elongated duration is not due to the slow-down of TC translation. In fact, the mean translation speed is faster during active years. We examined the mean distance between the formation location and the location of maximum intensity for all TCs in the east region. The TCs travel 2048 (1310) km to reach their maximum intensity during active (inactive) years. The difference of 738 km is statistically significant. This suggests that TCs during active years travel longer distances and have longer chances for intensification.

    What makes TCs during active years travel longer dis-tances in the east region? Figure 8 shows the frequency of TC occurrence for TCs formed in the east region and the prevailing track indicated by the frequency maximum. During active years, the TCs take a westward prevailing track,which allows them to have longer chances for intensification. As shown in Fig. 3, TCs generally intensify south of 30°N. On the other hand, the TCs during inactive years take a recurving prevailing track, leading to a shorter duration of intensification.

    Table 2. Differences of the environmental parameters caused by track change (used in E2) between the active and inactive years in the east and west region. The differences at the 95% confidence level are in bold.

    We can further demonstrate that the different prevailing tracks mainly result from the difference of formation locations between the active and inactive years. The prevailing track formation location shifts southeastward by 1.54° in longitude and 0.55° in latitude for active years, compared to inactive years. Although it is not statistically significant at the 95% confidence level, the southeastward shift in prevailing track formation location can allow TCs to travel at lower latitudes and have more time to develop. To demonstrate this, we use the TC track model developed by Wu and Wang (2004). In the track model, a TC is taken as a point vortex, and its track is a function of the translation speed and formation location. The input of the model includes the formation locations and translation speeds of TCs. We can use the track model to examine the contributions of changes in the formation locations and translation speeds, respectively.The large-scale steering flow is defined as the mean flow between 850 hPa and 300 hPa. Following Wu and Wang(2004) and Wu et al. (2005), the climatological beta drift is used in this study. In the control run, the tracks are simulated with the monthly mean steering flow and the observed formation locations for each TC. Compared with the observations (Fig. 9a), Fig. 9b shows the difference of the frequency of TC occurrence between the active and inactive years in the control run. The simulated difference pattern is very similar to the observations. Two sensitivity experiments are conducted with the track model. In the two experiments, we use the same steering flow averaged for both the active and inactive years, while the formation locations are from the active and inactive years, respectively. Figure 9c shows the difference of the frequency of TC occurrence between the active and inactive years in the sensitivity experiments. This suggests that the track differences between the active and inactive years in the east region are mainly due to the formation location differences.

    6. Conclusions

    Previous studies have linked interannual variability of TC intensity in the NA basin to Sahelian rainfall, vertical shear of the environmental flow, and relative SST (Landsea and Gray, 1992; Goldenberg and Shapiro, 1996; Murakami et al., 2018). In this study, using the TC intensity model, we evaluate the contribution of TC track changes to the interannual variations of intense hurricane activity in the NA basin.It is found that interannual variations of the frequency of intense hurricanes can be simulated well with the intensity model, which is run along the observed tracks with the monthly mean environmental parameters (MLD, SST, OFT,and VWS). Our simulation indicates that interannual variations of the frequency of observed intense hurricanes during the period 1958-2017 are dynamically consistent with changes in the large-scale ocean/atmosphere environment.

    The contributions of track changes relative to environmental parameters are evaluated by removing the temporary change of the environmental parameters. This suggests that track changes account for ~50% of the interannual variability of intense hurricanes, while the collective influence of the environmental parameters explains ~50% of the interannual variability of simulated intense hurricanes. In particular, track changes can account for 66% (46%) of the interannual variability of intense hurricanes in the region east(west) of 60°W. In conclusion, TC track changes play an important role in regulating the interannual variations of intense hurricane activity in the NA basin.

    Fig. 8. The frequency of TC occurrence (contours) for TCs in the east region and the locations (dots) where TCs first reach category 4. The arrowed curves schematically show the prevailing track for (a) active and (b) inactive years. The unit for the TC occurrence frequency is the number per season(August-October) over a 2.5° × 2.5° box.

    Fig. 9. The observed (a) and simulated (b) difference of occurrence frequency between the active and inactive years for TCs that formed in the east region, and (c) the effect of TC formation location changes in the east region. The unit for the TC occurrence frequency is the number per season(August-October) over a 2.5° × 2.5° box.

    No significant differences in the environmental parameters that are used in the intensity model are found between the active and inactive years. The only significant difference between the active and inactive years occurs for the duration of TC intensification in the region east of 60°W. The increase of 36.7 hours in the duration of intensification is not due to the slow-down of TC translation. During active years, the southeastward shift of the prevailing track formation location in the region east of 60°W causes TCs to take a westward prevailing track, which allows TCs to have longer chances for intensification. On the other hand, the TCs during inactive years take a recurving prevailing track,leading to a shorter duration of intensification.

    The track differences between the active and inactive years in the east region are mainly due to the formation location differences. A genesis potential index (GPI) developed by Emanuel and Nolan (2004) was used to discuss the reason for the formation location shift. The calculated climatologic GPI is consistent with Camargo et al. (2007).However, the GPI cannot account for the climatologic mean and variations of the TC formation frequency in the east region. This means that changes in TC formation frequency in the east region cannot be explained by large-scale environmental flows that are used in the GPI. The cause of the TC formation location shift in the east region requires further study.

    As mentioned in the introduction, Landsea and Gray(1992) suggested two possible mechanisms for the strong relationship of the annual frequency of major hurricanes with concurrent western Sahelian monsoon rainfall. They argued that easterly waves became stronger in wet years than in dry years. Zhang and Wang (2013) mentioned the role of the Atlantic regional Hadley circulation in modulating Atlantic TC genesis locations, and they found that the easterly waves are more active when the strength of the Atlantic Hadley circulation is stronger. This study suggests that the stronger easterly waves may cause the formation location to shift southeastward.

    Acknowledgements. This research was jointly supported by the National Natural Science Foundation of China (Grant Nos.41730961, 41675051, and 41922033).

    国产不卡一卡二| 国产精品精品国产色婷婷| 99热这里只有精品一区| 欧美黑人欧美精品刺激| 色综合婷婷激情| 狠狠狠狠99中文字幕| 欧美绝顶高潮抽搐喷水| 人妻少妇偷人精品九色| 久久精品综合一区二区三区| 最近视频中文字幕2019在线8| 特大巨黑吊av在线直播| 国产精品av视频在线免费观看| 一区二区三区免费毛片| 精品人妻1区二区| 欧美不卡视频在线免费观看| 男插女下体视频免费在线播放| 一个人看的www免费观看视频| 久久久国产成人免费| 91麻豆精品激情在线观看国产| 欧美精品啪啪一区二区三区| 直男gayav资源| 51国产日韩欧美| 欧美zozozo另类| 校园人妻丝袜中文字幕| 国内毛片毛片毛片毛片毛片| 国产精品一区二区三区四区久久| 欧美+亚洲+日韩+国产| 韩国av一区二区三区四区| 在现免费观看毛片| 99热只有精品国产| 亚洲国产精品合色在线| 欧美黑人巨大hd| 成人欧美大片| 啪啪无遮挡十八禁网站| 日韩欧美 国产精品| 久久久久性生活片| 亚洲专区中文字幕在线| 嫁个100分男人电影在线观看| 黄色一级大片看看| 99在线人妻在线中文字幕| 变态另类成人亚洲欧美熟女| 俺也久久电影网| 五月玫瑰六月丁香| 香蕉av资源在线| 一级a爱片免费观看的视频| 国产精品久久久久久亚洲av鲁大| 国产色婷婷99| 91在线精品国自产拍蜜月| 成人特级黄色片久久久久久久| 亚洲图色成人| 麻豆国产av国片精品| 高清日韩中文字幕在线| 韩国av一区二区三区四区| 久久6这里有精品| 国产爱豆传媒在线观看| 校园春色视频在线观看| 丰满乱子伦码专区| 亚洲欧美日韩东京热| 一本久久中文字幕| 精品一区二区三区人妻视频| 中文字幕久久专区| 欧美色视频一区免费| 此物有八面人人有两片| 精品99又大又爽又粗少妇毛片 | 三级男女做爰猛烈吃奶摸视频| 真人一进一出gif抽搐免费| 丝袜美腿在线中文| 丰满的人妻完整版| 亚洲色图av天堂| 男人狂女人下面高潮的视频| 国产精品三级大全| 国产极品精品免费视频能看的| 一级av片app| 高清日韩中文字幕在线| 欧美不卡视频在线免费观看| 国产精品人妻久久久久久| 色av中文字幕| 88av欧美| 亚洲真实伦在线观看| 看十八女毛片水多多多| 老师上课跳d突然被开到最大视频| 美女xxoo啪啪120秒动态图| 成人av一区二区三区在线看| 免费无遮挡裸体视频| 色尼玛亚洲综合影院| 国产成人av教育| 色吧在线观看| 亚洲最大成人中文| 一卡2卡三卡四卡精品乱码亚洲| 国产精品久久久久久av不卡| 美女黄网站色视频| 神马国产精品三级电影在线观看| 亚洲色图av天堂| 亚洲国产日韩欧美精品在线观看| 如何舔出高潮| 乱系列少妇在线播放| 国产午夜精品久久久久久一区二区三区 | 日本色播在线视频| 人妻夜夜爽99麻豆av| 中文亚洲av片在线观看爽| 久久久久久久久久成人| 在线国产一区二区在线| 人妻丰满熟妇av一区二区三区| 国产中年淑女户外野战色| videossex国产| av在线天堂中文字幕| 久久精品国产自在天天线| 动漫黄色视频在线观看| 国产伦在线观看视频一区| 国产精品永久免费网站| 国产麻豆成人av免费视频| 国产伦人伦偷精品视频| 88av欧美| 少妇被粗大猛烈的视频| 成人国产一区最新在线观看| 精品不卡国产一区二区三区| 国产久久久一区二区三区| av视频在线观看入口| 十八禁网站免费在线| 日本 av在线| 一区福利在线观看| 99久久精品热视频| 久久国产乱子免费精品| 久久热精品热| 小说图片视频综合网站| 午夜视频国产福利| 国产综合懂色| 乱码一卡2卡4卡精品| 亚洲成a人片在线一区二区| 国产亚洲av嫩草精品影院| 日本 欧美在线| 国产精品精品国产色婷婷| 日本色播在线视频| 午夜免费成人在线视频| 一区二区三区激情视频| 欧美激情国产日韩精品一区| 欧美日韩国产亚洲二区| 久久精品国产亚洲网站| 国模一区二区三区四区视频| 最近中文字幕高清免费大全6 | 亚洲国产精品久久男人天堂| a级毛片a级免费在线| 天堂√8在线中文| 久久精品国产自在天天线| 日韩精品青青久久久久久| 国产精品乱码一区二三区的特点| 欧美另类亚洲清纯唯美| 免费观看的影片在线观看| 亚洲最大成人av| 在线免费观看的www视频| 此物有八面人人有两片| 欧美最新免费一区二区三区| 日韩一区二区视频免费看| 乱系列少妇在线播放| 一级毛片久久久久久久久女| 97超视频在线观看视频| 国产 一区精品| 男女啪啪激烈高潮av片| 日日摸夜夜添夜夜添小说| 成人二区视频| 成人午夜高清在线视频| 亚洲熟妇中文字幕五十中出| 高清日韩中文字幕在线| 少妇被粗大猛烈的视频| 欧美丝袜亚洲另类 | 在线播放无遮挡| 深爱激情五月婷婷| 久久久久久久久久黄片| 国内少妇人妻偷人精品xxx网站| 亚洲午夜理论影院| 看黄色毛片网站| 久久国产精品人妻蜜桃| 国产 一区 欧美 日韩| 又爽又黄a免费视频| 直男gayav资源| 欧美成人免费av一区二区三区| 女人被狂操c到高潮| 成年人黄色毛片网站| 日韩 亚洲 欧美在线| 国产麻豆成人av免费视频| 久久午夜福利片| 少妇裸体淫交视频免费看高清| 国模一区二区三区四区视频| 日韩欧美精品免费久久| 69人妻影院| 天天躁日日操中文字幕| 成人无遮挡网站| 99九九线精品视频在线观看视频| av国产免费在线观看| 日韩 亚洲 欧美在线| 精品久久久久久久久亚洲 | 免费人成在线观看视频色| 国内精品宾馆在线| 色哟哟·www| 亚洲专区中文字幕在线| 韩国av一区二区三区四区| 窝窝影院91人妻| 人妻久久中文字幕网| 夜夜爽天天搞| 色综合站精品国产| 久久精品国产自在天天线| 日本 av在线| 国产 一区精品| 国产精品久久久久久久电影| 老熟妇乱子伦视频在线观看| 国产伦精品一区二区三区四那| 国产精品久久电影中文字幕| 国产伦人伦偷精品视频| 哪里可以看免费的av片| 亚洲av免费在线观看| 悠悠久久av| 1000部很黄的大片| 老熟妇仑乱视频hdxx| 一区二区三区高清视频在线| 亚洲中文字幕日韩| 内射极品少妇av片p| 成年版毛片免费区| 日本黄大片高清| 欧美日韩精品成人综合77777| 色综合站精品国产| 69av精品久久久久久| 久9热在线精品视频| 麻豆国产av国片精品| 精品午夜福利在线看| 国产一区二区三区视频了| 中文字幕久久专区| 国产综合懂色| 成年女人毛片免费观看观看9| 精品99又大又爽又粗少妇毛片 | 一进一出抽搐动态| 91久久精品国产一区二区成人| 欧美一区二区亚洲| 亚洲精品亚洲一区二区| 日韩在线高清观看一区二区三区 | 国产成人影院久久av| 日韩强制内射视频| 我要看日韩黄色一级片| 国产精品一区二区性色av| 在线观看免费视频日本深夜| av在线亚洲专区| 伦精品一区二区三区| 国产精品不卡视频一区二区| 亚洲色图av天堂| 麻豆久久精品国产亚洲av| 成年版毛片免费区| 搞女人的毛片| 中文在线观看免费www的网站| 国产在线精品亚洲第一网站| 精品久久久噜噜| 欧美高清性xxxxhd video| 女的被弄到高潮叫床怎么办 | 男人舔女人下体高潮全视频| 一区二区三区激情视频| 精品一区二区三区av网在线观看| 免费看av在线观看网站| 熟女人妻精品中文字幕| 国产亚洲精品久久久com| 久久亚洲真实| 成年女人永久免费观看视频| 亚洲精品国产成人久久av| 久久精品人妻少妇| 国产精品久久久久久久电影| 日韩欧美 国产精品| 99久久久亚洲精品蜜臀av| 99国产极品粉嫩在线观看| 国产精品无大码| 日韩中字成人| 999久久久精品免费观看国产| 欧美日韩综合久久久久久 | 夜夜爽天天搞| 中文字幕熟女人妻在线| 狂野欧美激情性xxxx在线观看| 波多野结衣高清作品| 久久精品影院6| 十八禁网站免费在线| 国产亚洲91精品色在线| 丰满乱子伦码专区| a级毛片a级免费在线| 少妇裸体淫交视频免费看高清| 国产一区二区三区在线臀色熟女| 日本免费a在线| 国产国拍精品亚洲av在线观看| 日韩欧美免费精品| 噜噜噜噜噜久久久久久91| 日本免费a在线| 深爱激情五月婷婷| 国产精品久久视频播放| 国产精品一区二区性色av| 精品人妻偷拍中文字幕| 亚洲欧美日韩无卡精品| 国产精品一区二区三区四区久久| 日本免费a在线| 亚洲最大成人手机在线| 国产视频内射| 国产色爽女视频免费观看| 国产亚洲精品综合一区在线观看| 国产精品国产高清国产av| 大型黄色视频在线免费观看| 成人国产麻豆网| 露出奶头的视频| 亚洲四区av| 亚洲图色成人| 精品福利观看| 国产 一区精品| av视频在线观看入口| 国产精品久久久久久久久免| 免费看光身美女| 一区福利在线观看| 春色校园在线视频观看| 亚洲美女搞黄在线观看 | 韩国av在线不卡| 级片在线观看| h日本视频在线播放| 国产精品无大码| 欧美性猛交╳xxx乱大交人| 国内精品宾馆在线| 高清在线国产一区| 韩国av一区二区三区四区| 亚洲 国产 在线| 深夜精品福利| 在线观看午夜福利视频| 国产v大片淫在线免费观看| 日韩大尺度精品在线看网址| 一级黄色大片毛片| 成人av一区二区三区在线看| 搡女人真爽免费视频火全软件 | 黄色配什么色好看| 悠悠久久av| 久久久成人免费电影| 日本爱情动作片www.在线观看 | 亚洲精品久久国产高清桃花| 十八禁国产超污无遮挡网站| 在线a可以看的网站| 99久久精品热视频| 欧美成人一区二区免费高清观看| 国产综合懂色| 三级男女做爰猛烈吃奶摸视频| 黄色女人牲交| videossex国产| 国产av一区在线观看免费| 国产黄片美女视频| 久久精品久久久久久噜噜老黄 | 变态另类丝袜制服| 国产精品日韩av在线免费观看| 成人无遮挡网站| 日本三级黄在线观看| 黄色日韩在线| 免费在线观看成人毛片| 亚洲精品乱码久久久v下载方式| 亚洲专区国产一区二区| 麻豆国产97在线/欧美| 色av中文字幕| 日本成人三级电影网站| 美女黄网站色视频| 1024手机看黄色片| 免费人成在线观看视频色| 亚洲精品亚洲一区二区| 日韩强制内射视频| 国产v大片淫在线免费观看| 日韩,欧美,国产一区二区三区 | 久久久久久伊人网av| 嫁个100分男人电影在线观看| 国产高清三级在线| 亚洲电影在线观看av| 久久精品国产清高在天天线| 69人妻影院| 美女 人体艺术 gogo| 亚洲最大成人中文| 久久精品夜夜夜夜夜久久蜜豆| 免费看美女性在线毛片视频| 国产精品美女特级片免费视频播放器| 99热精品在线国产| 日韩欧美 国产精品| 欧美一区二区亚洲| 成熟少妇高潮喷水视频| 国产黄片美女视频| 琪琪午夜伦伦电影理论片6080| 麻豆国产av国片精品| 18+在线观看网站| 波多野结衣高清无吗| videossex国产| 成人欧美大片| 久久人人精品亚洲av| 午夜老司机福利剧场| 99久久精品一区二区三区| 欧美又色又爽又黄视频| 成人午夜高清在线视频| 精品久久久噜噜| 午夜福利18| 春色校园在线视频观看| 成人永久免费在线观看视频| 精品午夜福利在线看| 亚洲欧美精品综合久久99| 99久久久亚洲精品蜜臀av| 岛国在线免费视频观看| 亚洲在线观看片| 精品人妻视频免费看| 亚洲成人久久爱视频| 欧美不卡视频在线免费观看| 国产 一区精品| 69人妻影院| 中文字幕久久专区| av国产免费在线观看| 俺也久久电影网| 在线播放无遮挡| 88av欧美| 国产美女午夜福利| 人人妻人人看人人澡| 91久久精品电影网| 美女xxoo啪啪120秒动态图| 亚洲av电影不卡..在线观看| 婷婷精品国产亚洲av| 日本 av在线| 日本 欧美在线| 欧美潮喷喷水| 日日啪夜夜撸| 亚洲国产精品成人综合色| 淫妇啪啪啪对白视频| 国产三级在线视频| 狠狠狠狠99中文字幕| 欧美高清性xxxxhd video| 色哟哟哟哟哟哟| 免费大片18禁| 国产欧美日韩精品一区二区| 国产免费av片在线观看野外av| 国产成人aa在线观看| 国产白丝娇喘喷水9色精品| 国产精品精品国产色婷婷| 黄色丝袜av网址大全| 国产午夜精品久久久久久一区二区三区 | 色综合站精品国产| 麻豆成人午夜福利视频| 久久久久免费精品人妻一区二区| 国产真实伦视频高清在线观看 | 亚洲成av人片在线播放无| 久久人人精品亚洲av| 亚洲黑人精品在线| 级片在线观看| 亚洲中文字幕一区二区三区有码在线看| 丰满人妻一区二区三区视频av| 久9热在线精品视频| 中文字幕高清在线视频| 国产三级在线视频| 午夜福利视频1000在线观看| 91在线观看av| 久久99热这里只有精品18| 国产亚洲精品久久久com| 欧美绝顶高潮抽搐喷水| 欧美黑人欧美精品刺激| 性欧美人与动物交配| 成年女人看的毛片在线观看| 最近中文字幕高清免费大全6 | 三级男女做爰猛烈吃奶摸视频| 有码 亚洲区| 91麻豆av在线| 国产高潮美女av| 观看美女的网站| 午夜精品一区二区三区免费看| 国产精品久久久久久亚洲av鲁大| 毛片一级片免费看久久久久 | 一级黄色大片毛片| 精品久久国产蜜桃| 亚洲av不卡在线观看| 亚洲精品亚洲一区二区| 国内精品宾馆在线| 老司机深夜福利视频在线观看| 免费高清视频大片| 亚洲男人的天堂狠狠| 日韩一本色道免费dvd| 18禁裸乳无遮挡免费网站照片| 看黄色毛片网站| 亚州av有码| 中文字幕精品亚洲无线码一区| 亚洲乱码一区二区免费版| 他把我摸到了高潮在线观看| 99久久中文字幕三级久久日本| 精品人妻熟女av久视频| 亚洲人成网站在线播放欧美日韩| 黄色视频,在线免费观看| 欧美潮喷喷水| 美女黄网站色视频| 欧美色欧美亚洲另类二区| 国产精品久久久久久久电影| а√天堂www在线а√下载| 十八禁国产超污无遮挡网站| 波多野结衣高清无吗| 免费人成视频x8x8入口观看| 中文字幕久久专区| 97人妻精品一区二区三区麻豆| 一本久久中文字幕| 欧美日韩国产亚洲二区| 丰满人妻一区二区三区视频av| 欧美色欧美亚洲另类二区| 国语自产精品视频在线第100页| 久久人人爽人人爽人人片va| 夜夜夜夜夜久久久久| 在线观看免费视频日本深夜| 成人特级av手机在线观看| 亚洲精品456在线播放app | 久久久久久久午夜电影| 亚洲av不卡在线观看| 国产爱豆传媒在线观看| 欧美xxxx黑人xx丫x性爽| 日韩精品中文字幕看吧| 欧美性感艳星| 国产成人a区在线观看| 午夜a级毛片| 国产单亲对白刺激| 日韩一本色道免费dvd| 免费观看的影片在线观看| 又黄又爽又免费观看的视频| 日韩欧美免费精品| 韩国av一区二区三区四区| 少妇的逼好多水| 久久精品国产亚洲av天美| 国产精品无大码| 国产精品一区www在线观看 | 国产黄色小视频在线观看| 成人欧美大片| 亚洲综合色惰| 久久精品国产99精品国产亚洲性色| 国产高清视频在线播放一区| 午夜福利在线观看吧| 一个人看视频在线观看www免费| 99在线人妻在线中文字幕| 九九爱精品视频在线观看| 亚洲精品一区av在线观看| 久久久色成人| 成年版毛片免费区| 亚洲欧美日韩卡通动漫| 精品福利观看| 两个人视频免费观看高清| 日韩国内少妇激情av| 欧美一区二区亚洲| 亚洲无线观看免费| 色综合站精品国产| 精品久久久久久久人妻蜜臀av| 美女免费视频网站| 最新在线观看一区二区三区| 婷婷精品国产亚洲av在线| 非洲黑人性xxxx精品又粗又长| 精品一区二区三区视频在线观看免费| 俺也久久电影网| 亚洲成人免费电影在线观看| 国产精品久久视频播放| 老熟妇乱子伦视频在线观看| 久久亚洲真实| 婷婷精品国产亚洲av| 日本 欧美在线| 亚洲色图av天堂| 欧美在线一区亚洲| 老熟妇乱子伦视频在线观看| 日本a在线网址| 婷婷亚洲欧美| 色播亚洲综合网| 国内精品一区二区在线观看| 天美传媒精品一区二区| 搞女人的毛片| 免费观看人在逋| 久久精品国产亚洲av涩爱 | 啦啦啦观看免费观看视频高清| 色吧在线观看| 国产成人a区在线观看| 长腿黑丝高跟| 天堂影院成人在线观看| 成人三级黄色视频| 亚洲人成伊人成综合网2020| 国内少妇人妻偷人精品xxx网站| 国内精品宾馆在线| 全区人妻精品视频| 国产成人影院久久av| 欧美精品啪啪一区二区三区| 欧美性感艳星| 国产精品不卡视频一区二区| 欧美日韩中文字幕国产精品一区二区三区| 国产 一区 欧美 日韩| 久久99热这里只有精品18| 欧美极品一区二区三区四区| 18禁黄网站禁片免费观看直播| 国产v大片淫在线免费观看| 精品国产三级普通话版| 又爽又黄a免费视频| 久久久久久伊人网av| av黄色大香蕉| 国产成年人精品一区二区| 精品久久久久久久久久免费视频| 亚州av有码| 大又大粗又爽又黄少妇毛片口| 国产国拍精品亚洲av在线观看| 真人做人爱边吃奶动态| 女生性感内裤真人,穿戴方法视频| 国产激情偷乱视频一区二区| 九九热线精品视视频播放| 波多野结衣巨乳人妻| a级毛片免费高清观看在线播放| 日日夜夜操网爽| 有码 亚洲区| 成人精品一区二区免费| 99热只有精品国产| 久久国产精品人妻蜜桃| 国产精品av视频在线免费观看| 亚洲第一电影网av| 久久精品国产亚洲av香蕉五月| 欧洲精品卡2卡3卡4卡5卡区| 村上凉子中文字幕在线| 麻豆精品久久久久久蜜桃| 午夜影院日韩av| 欧美3d第一页| 婷婷色综合大香蕉| 亚洲av不卡在线观看| 一区福利在线观看| 精品久久久久久久久久久久久| 一进一出好大好爽视频| 最近最新中文字幕大全电影3| 久久久久久久久久黄片|