New method for detecting extratropical cyclones: the eight-section slope detecting method

JIANG Lizhi, FU Shenming nd SUN Jinhu

ABSTRACT

KEYWORDS Extratropical cyclone;cyclone detection; ERAInterim

1. Introduction

An extratropical cyclone (EC) is a synoptic-scale weather system characterized by a closed low-pressure center and remarkable cyclonic wind field (Holton 2004). ECs can form everywhere in the midlatitude regions of the Earth, and they are capable of producing almost all types of weathers from fog, cloudiness and showers to heavy gales, torrential rainfall, hail, intense cold waves, blizzards, and even tornadoes (Markowski and Richardson 2010). Moreover, in the balance of atmospheric energy, moisture and mass, ECs play a key role in transporting meridional heat/moisture,and redistributing air mass (Holton 2004; Hu, Guan, and Li 2014). Therefore, investigating the behaviors/activities of ECs, and then showing their related key characteristics, is of great importance to the atmospheric sciences (Lu 2017).

To investigate the behaviors/activities of ECs (e.g.,climatological and statistical studies on ECs, research into their storm tracks, etc.), the first step is to identify this type of system correctly (Hoskins and Hodges 2002;Zhang, Ding, and Li 2012). Therefore, EC detection is of crucial importance, as it can affect the reliability of the final conclusion (Allen, Pezza, and Black 2010; Neu et al.2013). In earlier studies, synoptic charts were used to detect ECs manually (Sanders and Gyakum 1980; Murty,McBean, and McKee 1983). This method can guarantee a high level of accuracy in EC detection, but it needs a huge amount of manual work when the study period is long (Fu et al. 2015, 2016). With the rapid development of observational technologies and numerical models,increasingly more data can be used for identifying ECs.As such, identifying ECs manually is inefficient, and thus detecting them using an effective algorithm is imperative (Lim and Simmonds 2002; Allen, Pezza, and Black 2010; Lu 2017).

Many previous studies have attempted to develop EC identification algorithms. In these algorithms, the process of EC detection is mainly based on the mean sea level pressure (MSLP), pressure, geopotential height,vorticity, and/or other derivative variables from these four factors (Lambert 1988; Murray and Simmonds 1991; Hodges 1994; Simmonds and Keay 2000; Lim and Simmonds 2002; Flaounas et al. 2014; Fu et al. 2015,2016; Qin, Lu, and Li 2017). As the temporal and spatial resolution of the data used for identification is important for the accuracy of EC detection (Raible et al. 2008; Allen,Pezza, and Black 2010; Neu et al. 2013), many studies interpolate the original data to a higher temporal and/or spatial resolution before beginning the process of EC detection, particularly those studies carried out in the relatively earlier years (Murray and Simmonds 1991;K?nig, Sausen, and Sielmann 1993; Sinclair 1997).Because of the spatial noise of relative vorticity and the Laplacian of MSLP/geopotential height, spatial smoothing has tended to be applied to remove the noise(Murray and Simmonds 1991; Sinclair 1997; Flaounas et al. 2014). The common method for identifying an EC’s center is through finding the minimum MSLP/pressure/geopotential height (K?nig, Sausen, and Sielmann 1993; Sinclair 1997; Rudeva and Gulev 2007; Allen, Pezza,and Black 2010; Qin, Lu, and Li 2017; Lu 2017), the maximum cyclonic vorticity (Zhao and Fu 2007;Flaounas et al. 2014; Fu et al. 2015, 2016), or the maximum of the Laplacian of MSLP/pressure (Murray and Simmonds 1991; Simmonds and Keay 2000; Lim and Simmonds 2002). After identifying an EC’s center, several methods are then used to determine an EC’s range. For instance, Sinclair (1997) used the radial search method to determine the boundary of a surface flow. Wernli and Schwierz (2006) proposed a method that uses the outermost closed isobaric contour to represent the boundary of an EC, based on an isoline search at a given interval. Rudeva and Gulev (2007) estimated the size of an EC by using the radial gradient. This method has been further used to analyze the cyclonic structure (Rudeva and Gulev 2011; Fu et al. 2015, 2016). Qin, Lu, and Li(2017) and Lu (2017) proposed a method to determine the outline of an EC by using a triangular mesh and connected component labeling.

As mentioned above, previous studies have developed many useful algorithms for EC identification.However, thus far, no EC identification algorithm can guarantee a rate of accuracy near to 100%. A large proportion of the errors in detecting ECs are caused by mistaking a trough for an EC. Reducing this type of error in detection algorithms is an effective way to improve the accuracy rate of EC identification.Therefore, in this study, we introduce the eight-section slope detecting (ESSD) method for identifying ECs. It shows a higher accuracy rate in EC detection than previous traditional methods by lowering the error rate caused by mistaking a trough for an EC.

2. Data and methods

2.1. Data

Six-hourly ERA-Interim data with a horizontal resolution of 0.75° × 0.75° (Simmons et al. 2007) are used for the EC detection in this study. Considering that ECs are classed as synoptic-scale systems, the horizontal resolution of 0.75° is high enough for EC detection (Allen, Pezza, and Black 2010; Fu et al. 2015, 2016).

2.2. The ESSD method

The ESSD method has five key procedures:

(i) A domain (e.g., the Northern Hemisphere) is determined within which the algorithm finds all the local minimum values in terms of MSLP or geopotential height.

(ii) For each of the local minimum values, a box (A1A2A3A4), centered in Ac, is established (as Figure 1 shows, Acis the location of the local minimum value, and the box, A1A2A3A4, is similar in size to the typical size of the cyclone that is being detected), which is then split evenly into four parts using lines A5A7and A6A8(Figure 1). The box size should be comparable in size to the target system (in this study, ECs). As we focus on synoptic-scale ECs, the box size is determined as 13 × 13 points (9° × 9°), which can cover the central region of an EC (tests from 8 × 8 points to 16 × 16 points also indicate the above selection has the best performance).

(iii) Eight sub-regions (Ai) are determined relative to the total box (where the subscript ‘i’ is the ordinal number of the sub-region), as follows: A1–Ⅰ(the northeastern quadrant); A2–Ⅱ(the northwestern quadrant); A3–Ⅲ(the southwestern quadrant); A4–Ⅳ(the southeastern quadrant); A5–Ⅰ+Ⅱ(the top section); A6–Ⅱ+Ⅲ(the western section); A7–Ⅲ+Ⅳ(the bottom section); and A8–Ⅰ+Ⅳ(the eastern section).

Figure 1. Schematic illustration of the ESSD method, where the solid line is the sea level pressure (units: hPa); point AC marks the location of the minimum MSLP within the target region; points A1, A2, A3, and A4 are the four vertices of the box centered in AC;points A5, A6, A7, and A8 are the midpoints of the four sides of the box, respectively. Regions I, II, III, and IV are the four quadrants of the box.

(v) An appropriate threshold value of S is determined using the following procedures: Firstly, give a value of S according to typical ECs; then, modify S iteratively as follows: (a) detect ECs (suggest a sample of at least 500) based on S; (b) verify the detected ECs manually; (c) use valid cyclones to modify S, and then detect ECs again using the modified S; (d) repeat procedures (a) to (c) until the accuracy rate for EC detection is above a specified level (e.g., 85% or more). In this study, the value of S is set to 0.3. If S is above the threshold value within all eight sub-regions,a cyclone is determined; otherwise, no cyclone is detected.

3. Results of different types of EC identification algorithms

The ESSD method can detect EC centers both using MSLP and geopotential height. In order to evaluate its performance, a comparison between this method and three other types of identification algorithms (based on their relatively optimal settings) is conducted (Figures 2 and 3). The four types of methods are the local minimum of MSLP method (hereafter, method M01) (K?nig,Sausen, and Sielmann 1993; Geng and Sugi 2001;Rudeva and Gulev 2007), the ESSD method, the local maximum Laplacian method (hereafter, method M03)(Murray and Simmonds 1991; Simmonds and Keay 2000; Lim and Simmonds 2007), and the local maximum of relative vorticity method (hereafter, method M04)(Zhao and Fu 2007; Flaounas et al. 2014). Detailed information about these methods is provided in Table 1. For M01, following Geng and Sugi (2001), we set the threhold of the difference between the searched point and its surrounding grid points to 0.3 hPa. For M03 and M04,because the vorticity field and the Laplacian of MSLP/geopotential-height are noisy, a smoothing the same as that of ESSD is conducted before the process of detection. For M03, as Lim and Simmonds (2007) suggested,the threshold of the Laplacian of MSLP/geopotential height is set to 0.2 hPa/1.7 gpm. For M04, the threshold of relative vorticity is set to 3 × 10-5s-1, following Flaounas et al. (2014).

Figure 2 shows a random sample (at 1800 UTC 3 January 1998) of the EC detection results by using MSLP. It is shown that M03 and M04 have a larger error rate in detecting ECs than the other two methods. M01 detects three ECs, with one of them (the easternmost red dot in Figure 2(a) being incorrect. The ESSD method only identifies two ECs (in fact, within this region, only two synoptic-scale ECs can be found), both of which are correct (Figure 2(b)).

Similarly, Figure 3 shows a random sample of the EC detection by using the 500-hPa geopotential height (at 1800 UTC 28 February 1998). From this figure it can be seen that M01, M03 and M04 again mistake a trough(Figure 3(a)) for an EC. The ESSD method detects two synoptic-scale ECs in Figure 3(b), which is correct both in number and location. M04 still has a higher rate in identifying ECs, and this is mainly because a cyclonicvorticity center does not always correspond to an EC center.

In order to evaluate the ESSD method more objectively, we apply it to the detection of synoptic-scale ECs in the Northern Hemisphere, repeated 500 times and randomly distributed across 40 years (using the MSLP). After that, we detect the same 500 instances manually and compare the results with those from the ESSD method. Table 2 shows the annual distribution of the random sampled times of detecting ECs. The accuracy rate of the manually detected ECs relative to the ESSD-detected ECs is shown in Figure 4. It is shown that, for different years, the ESSD method performs differently. A minimum accuracy rate of ～79%appears in 1979, and a maximum accuracy rate of～91% occurs in both 1990 and 1999. Overall, for the 40 years, a mean accuracy rate of ～85% is reached. In contrast, the mean accuracy rate of M01 is below 80%;whereas, the mean accuracy of M03 and M04 is lower than 30%. This means the ESSD method can provide a credible EC detection result for studies on EC behavior.

Figure 2. Results of detecting cyclones using the mean sea level pressure (MSLP)(black contours; units: hPa), where panels (a–d) show the results (red dots mark the detected cyclone centers) from the local minimum SLP method (method M01), the ESSD method, the maximum Laplacian method (method M03), and the maximum vorticity method (method M01), respectively. The applied thresholds for the local maximum Laplacian of MSLP and local maximum relative vorticity are 0.2 hPa degree-2 and 3 × 10-5 s-1, respectively.

4. Summary and conclusions

In this study, an EC detection algorithm—the ESSD method—which is developed to identify ECs using gridded data, is proposed. This algorithm uses the relative slopes of pressure/geopotential height within eight subregions to identify an EC. A comparison of this method with three previous traditional methods (the local minimum of MSLP/geopotential-height method, the local maximum Laplacian of MSLP/geopotential height method, and the local maximum of relative vorticity method) is conducted. The result shows that, of the four methods, the ESSD method has the lowest error rate in detecting ECs both at the surface level and the 500-hPa isobaric level. In addition, the ESSD method has a similar computational cost to that of the local minimum of MSLP/geopotential height method, both of which are obviously less than those of the other two methods. To evaluate the performance of the ESSD method more objectively, we select 500 instances in the Northern Hemisphere randomly distributed across 40 years from 1979 to 2018. Compared to the manual detection results, it is found that the ESSD method can overestimate the number of ECs (by ～15%).Overall, with the threshold of the relative slope we used in this study, the ESSD method has a mean accuracy rate of～85% in EC detection (which is appreciably larger than all the other three methods), with a minimum accuracy rate of ～79% occurring in 1979. Since the domain size and threshold S of the ESSD method can be adjusted iteratively using valid detected cyclones, the accuracy rate of the ESSD method can still be improved.

Figure 3. Results of detecting cyclones (at 500 hPa) using the geopotential height (black contours; units: gpm), where panels (a–d)show the results (red dots mark the detected cyclone centers) from the local minimum geopotential height method (M01), the ESSD method, the maximum Laplacian method (M03), and the maximum relative vorticity method (M04), respectively. The applied thresholds for the local maximum Laplacian of geopotential height and local maximum relative vorticity are 1.7 gpm degree-2 and 3 × 10-5 s-1, respectively.

Table 1. Key information for the four detection schemes. MSLP,mean seal level pressure; GPH, gopotential height.

Table 2. Annual number distribution of the random sampled times for cyclone detection.

Figure 4. Accuracy rate of the manually detected cyclones in the Northern Hemisphere relative to the ESSD-detected cyclones(blue solid line; units: %) during a 40-yr period, and their total mean accuracy rate (red solid line; units: %).

Disclosure statement

No potential conflict of interest was reported by the authors.

Funding

This research was supported by the the Science and Technology Foundation of State Grid Corporation of China[grant number 5200-201955490A-0-0-00].