1. Introduction
The relationship between the tropical cyclone (TC) maximum surface wind (VMAX) and minimum sea level pressure (PMIN) plays an important role in the assessment and documentation of TC activities (e.g., Koba et al. 1990; Harper 2002; Kossin and Velden 2004; Knaff and Zehr 2007, hereafter KZ07; Holland 2008, hereafter H08). Given one variable such as PMIN or VMAX, an appropriate pressure–wind relationship (PWR) could provide information about the other variable consistently. Such a PWR is very useful in the sparse-data areas where direct TC observations are difficult to perform, and the subjective estimation of the TC intensity based on the Dvorak (1975) technique has to be employed. With the vast distribution of TCs over different ocean basins but the limited number of observations, the combination of the Dvorak technique and the PWR is of key importance in providing a reasonable description of the TC intensity and distributions. It is also vital for constructing a consistent climatology of TC intensity (Landsea et al. 2004; Brown et al. 2006; Webster et al. 2005; Weber 2007; Kruk et al. 2008).




Recent availability of aircraft reconnaissance data provides reasonable estimates of both PMIN and VMAX independently. Such data offer a rigorous benchmark for testing and improving various PWRs and for retrievals of PMIN and VMAX over different regions. For example, KZ07 present a thorough examination of the existing PWRs and propose a revised PWR in which the above-mentioned factors are shown to have significant impacts. While such reconnaissance data provide essential information about TCs during their development, this type of data is available mostly in the Atlantic Ocean basin. Moreover, both PMIN and VMAX are rarely observed directly but have to be either extrapolated from the flight level to the surface or interpolated at the surface; thus, the values are subject to some inherent errors due to uncertain vertical structures of rotational flows in the inner-core regions (Willoughby et al. 1989; Zhang et al. 1999; Franklin et al. 2003; Courtney and Knaff 2009).
Despite the fact that the most recent PWRs developed by KZ07 and H08 appear to fit the TC data better than the earlier PWRs, there are several issues that remain to be addressed. For instance, to what extent can the existing PWRs be applied to the extreme cases of intense TCs with small eyes? How are the PWR predictors dynamically related? How could the formation of spiral rainbands and the subsequent double eyewalls affect the PWR? In this study, we wish to address the above issues by examining the dynamical constraints underlining the PWR, with particular attention paid to the physical connections between PMIN and VMAX. This may seem trivial at first as the gradient-wind balance used in the PWRs appears to contain all of the essential dynamics. However, one should be cautioned that such a balance relationship is not valid in the planetary boundary layer (PBL) where the radial inflows may be no longer negligible in intense TCs. In this regard, the theoretical model of Kieu and Zhang (2009, hereafter KZ09) on the rapid intensification of TCs will be shown to be helpful for studying the PWR from a nonlinear dynamics perspective.
In this study, a cloud-resolving simulation of Hurricane Wilma (2005) will be chosen to examine the dynamical constraints behind the PWR. This case possesses several unique opportunities to study the PWR, such as its record-breaking intensification rate, the small eye size during its mature stage, its clear spiral rainbands, and an eyewall replacement process. Wilma evolved initially as a result of a monsoonlike lower-tropospheric circulation with a broad trough developed over much of the Caribbean Sea around 1800 UTC 15 October 2005 (see Pasch et al. 2009). Starting on early 18 October, Wilma strengthened into a hurricane as it turned west-northwestward and experienced a 12-h explosive deepening episode between 1800 UTC 18 and 0600 UTC 19 October after moving into an area of high oceanic heat content. It deepened 29 hPa in the first 6 h and 54 hPa in the next 6 h. During the rapid intensification episode, a U.S. Air Force reconnaissance flight indicated that the hurricane eye contracted to a diameter of about 3–5 km. The estimated minimum central pressure at the time of peak intensity is 882 hPa, which is the recorded lowest value for TCs in the Atlantic basin. The lack of observational data at these extreme limits puts any statistical PWR at some considerable risk, and it is therefore of importance to understand the validity of the PWRs at these extremes. Two main advantages of using the modeling data are the dynamical consistency between various variables, like the PWR, and the ease of obtaining any variable at high temporal and spatial resolutions that the current observational data could not afford.
The next section discusses the behaviors of the PWR in intense TCs and during the eyewall replacement process from both a theoretical perspective and for the model-simulated Wilma case. These features will be examined in relation to the most comprehensive PWRs to date that have been developed by KZ07 and H08 (see appendix A for a summary of the two PWRs). Section 3 provides a theoretical framework and some dynamical constraints behind the PWR as a time-dependent problem. Concluding remarks are given in the final section.
2. Effects of double eyewalls and TC size
In this section, we examine first whether or not the recent PWRs could capture the evolution of PMIN and VMAX for a double-eyewall configuration with dual radii of maximum wind (RMWs). Several observational and modeling studies have shown the development of double eyewalls and significant intensity changes during the life cycles of many TCs, with dual VMAXs during the eyewall replacement process (Willoughby et al. 1982; Blackwell 2000; McNoldy 2004; Zhu et al. 2004; Kossin and Sitkowski 2009). This double-eyewall pattern often lasts only for a few hours, and it is usually accompanied by a gradual contraction of the outer eyewall and dissipation of the inner eyewall with considerable fluctuations in intensity (i.e., in PMIN and VMAX; see Willoughby et al. 1982; Black and Willoughby 1992).
A quick inspection of the gradient wind balance indicates that the PWR so derived does not capture the impacts of double eyewalls if the TC size is not taken into account properly (see Cocks and Gray 2002; Harper 2002). Due to the lack of observations, most PWRs do not include the information on TC size in their regressional forms explicitly. Using the reconnaissance data, KZ07 show that the TC size could account for up to 10-hPa differences in the pressure drop between the large and small TCs on average (see Fig. 9 therein), given the same VMAX. To take into account the impacts of TC size, KZ07 introduce into their regressional PWR a parameter S, which is defined as the ratio of the tangential wind at r = 500 km to its climatological value at the same radius; the latter is estimated in accordance with a modified Rankine vortex model.
While KZ07’s size parameter S can explain statistically up to 40% of the variance of the average radius of gale force winds (i.e., 34-kt winds), it is necessary to see if the size parameter could capture the behavior of the PWR during the eyewall replacement cycle. Figure 1 shows the time series of PMIN and VMAX from a cloud-resolving simulation of Hurricane Wilma (2005) with the Weather Research and Forecasting (WRF) model at the finest resolution of 1 km. (A more detailed description of the case simulation will appear in a forthcoming paper.) The WRF model reproduces reasonably well the rapid intensification of the storm, including the VMAX of about 80 m s−1; the simulated PMIN is only about 4 hPa deeper than the observed at the end of the rapid deepening stage (i.e., 36 h into the integration; see Fig. 1a). Of importance is that while PMIN keeps deepening after 36 h of integration, the simulated VMAX is nearly constant or even decreases with time. The period of such anticorrelation between VMAX and PMIN coincides with the eyewall replacement and the spiral rainband stage before and after the appearance of a full outer eyewall (Fig. 1b).
An examination of H08’s and KZ07’s work, given in appendix A, reveals that both PWRs could not capture this anticorrelation between VMAX and PMIN. Indeed, both show high fluctuations in Δp with positive tendencies, rather than a steady increase of Δp, as simulated or observed, during this replacement period (Fig. 2). Although we should not expect a perfect fit between a statistical curve and the model output, as the statistical curve contains some margin variance, these PWRs exhibit either little trend (i.e., H08’s curve) or decreases of Δp with VMAX (i.e., KZ07’s curve). This indicates that some physical processes are not properly included in the PWRs. A further examination of the Wilma case reveals that the KZ07’s simulated size parameter S is nearly constant during the eyewall replacement, even though its RMW more than doubles. As a result, the estimation of the mean tangential flow at r = 500 km could not reflect the actual variation of Wilma’s inner core, after the formation of the outer eyewall. Such stiffness of the size parameter from the model output is different from the actual size variation presented in Knaff and Zehr (2008), which is actually consistent with KZ07’s analysis that their size parameter can account only for about 40% of the variances of the average radius of the 34-kt wind. Apparently, the size parameter plays an important role for strong TCs with small eye sizes.




In the following, we will assume a familiar Rankine two-region model in which the tangential flows increase linearly with radius in the inner-core region, and then decrease as an inverse function of radius in the outer region. Although the Rankine model has some drawbacks in the outer region where tangential flows appear to decrease more slowly than a simple inverse function of radius, such drawbacks will not lead to significant differences in the radially accumulated pressure deficit, provided that the size of the TCs is not too large. As long as the pressure drop associated with the outer eyewall is not small compared to that of the inner eyewall, the Rankine model should be sufficient to capture the main contribution of the outer eyewall.
















Table 1 quantifies the contributions of each region to the total pressure drop from the 42-h simulation, valid at 1800 UTC 19 October 2005, at which time the double-eyewall configuration is most evident (see Fig. 1b). Region 1 (i.e., the inner core of Wilma) contributes 39 hPa to the total pressure deficit (about 26%). The most significant contribution of 59 hPa is, however, from the outermost region (i.e., region 4), accounting for about 38% of the total pressure drop. The unexpected proportions could be attributed to the small convectively active annulus in region 1 (0–12 km) compared to the large area coverage of the latent heating in the outer region (R = 43 km and beyond), which is consistent with the observation of Willoughby (1998). Note from the above analysis that the contribution of the double eyewall is roughly 19 hPa, which is about 12% of the total pressure drop. As seen in Table 1, the sum of the pressure deficits from regions 1–4 is 152 hPa, which corresponds to a minimum sea level pressure of 858 hPa as compared to the simulated 864 hPa in Fig. 1a, indicating the applicability of Eq. (10) to some real-data cases.
Although little information about the dual VMAXs or the radial inflows could be provided from the current observing platforms (except for the availability of aircraft reconnaissance fixes), the above result indicates that the outer eyewall (or spiral rainbands) could have significant contributions to the central pressure drop in the inner-core region. Note that this result does not contradict the findings of Hack and Schubert (1986), which showed that the smaller radius at which latent heating occurs, the more significant contribution to the central pressure fall is. Here, the outer region contributes 59 hPa to PMIN compared to a total drop of 93 hPa from the inner region (i.e., R < 43 km). But this result explains why both KZ07’s and H08’s regression curves exhibit unexpected fluctuating behavior for Hurricane Wilma, exhibiting a well-organized outer eyewall during the replacement process (see Fig. 2). It should be mentioned that in principle the effects of the outer eyewall can be incorporated into KZ07’s PWR by redefining the size parameter S, for example, by using the radius of 200 km instead of 500 km for the calculation of S for small TCs. But this would require the least squares best fit to be performed again, which is beyond the scope of the present study.
3. Effects of intensity change





























Figure 4 shows the distributions of Δp associated with individual terms on the rhs of Eq. (22), which represents the centrifugal effect, Coriolis forcing, TC tendency, and frictional forcing, respectively. Obviously, the pressure drop associated with the centrifugal effect is the most weighted, which could reach 90 hPa for VMAX = 90 m s−1 (Fig. 4a), whereas the linear contributions of VMAX associated with both ∂V/∂t and the Coriolis forcing are insignificant (Figs. 4b and 4c); the latter is consistent with the momentum budget of Zhang et al. (2001) showing that the tangential flows in the inner-core regions can be approximated by the cyclostrophic relation. In particular, unlike the previous PWRs, in which the contribution of ∂V/∂t is considered only as a linear addition (e.g., see H08), we see different dependences of Δp on ∂V/∂t from the PWR(22). That is, while the direct contribution of ∂V/∂t to Δp [i.e., the third term on the rhs of Eq. (22)] is negligible (Fig. 4c), its indirect contribution associated with the frictional effects [i.e., the fourth term on the rhs of Eq. (22)] is pronounced (see Fig. 4d) due to the drag coefficient κ that is greater in magnitude than β in the last two terms. Depending upon the magnitude of the drag coefficient, this coupled friction–intensity tendency could account for 10–50 hPa of the pressure drop. For instance, if we take κ = 10−4 m−1 and ∂V/∂t = 30 m s−1 in 24 h, this indirect contribution could also drastically change the quadratic functional form of the PWR (see Fig. 5). This result is physically expected since a more intense storm tends to produce stronger radial inflows. As a result, the frictional effects become more significant in determining the linear contribution of VMAX to Δp for intense storms.
While KZ07’s PWR does not explicitly incorporate the TC tendency as a direct predictor, it has been implicitly included in the size parameter S (Knaff et al. 2007). Namely, intensifying TCs were found by KZ07 to have smaller sizes and to be located at higher latitudes, which offset somewhat the direct size contribution to the pressure drop. This is more or less consistent with our Eq. (22), since the TC tendency contribution is always coupled with the RMW (i.e., the product of ∂V/∂t and R). Apparently, the impacts of the TC tendency are allowed to be compensated for by the smaller TC size, as found statistically.
As could also be expected from the balanced model presented in section 2, the PWR(22) indicates that the TC size should be coupled with VMAX and the TC intensity change (i.e., ∂V/∂t) rather than being treated linearly as in KZ07. Although the indirect contribution of the TC intensity change can be approximated as a linear function of VMAX at the limit of V ≫ U, as is often the case (because κ ∼ CdV/H), the TC intensity change should still be coupled with the RMW rather than acting as an independent predictor.
It is of interest to note that Eq. (22) shows the dependence of the PWR on the depth of the troposphere (i.e., through the λ parameter). As the depth of the troposphere decreases with latitude, one can see some dependence of the PWR on latitude through ∂V/∂t. Such a latitude dependence of the PWR is different from that of the Coriolis forcing, and it appears to be consistent with the recent report of Kossin and Velden (2004), who showed a bias in the PWR with latitude. While this bias could be related to the Coriolis parameter, its dependence on latitude implies that there must be some dynamical reason behind it, and our PWR(22) captures this well.
4. Concluding remarks
In this study, the dynamical constraints between VMAX and PMIN in the PWR are examined. The Rankine vortex is used to demonstrate that the linear contribution of VMAX to the pressure drop through the frictional effect in the PBL has to be included in the PWR, particularly when TCs are strong or the eye size is small such that the radial inflows are no longer negligible. This indicates that the simple treatment of a constant regressional coefficient for the linear VMAX term as presently employed in various statistical PWRs should be employed with caution when being applied to strong TCs with small eye sizes. An examination of the double-eyewall configuration reveals that the formation of an outer eyewall or spiral rainbands complicates the PWR. Our analysis of a cloud-resolving simulation of Hurricane Wilma (2005) shows that the outer eyewall could result in the deepening of PMIN even with a constant VMAX with time. This outer-eyewall contribution becomes increasingly important when the TC size is too small for the statistical PWRs to capture the inner-core processes. An application of KZ09’s analytical model to the rapid intensification of TCs shows further that the inclusion of the tangential wind tendency can make significant contributions to the central pressure drop when coupled with the frictional forcing. Unlike the simple linear addition often assumed in the previous regressional PWRs, our analysis shows that the contribution of the tangential wind tendency varies with the magnitude of radial inflows, which could even change the functional form of the PWR when the eye sizes are small or intensity changes are pronounced.


Acknowledgments
We thank two anonymous reviewers for their constructive comments, which helped improve the presentation of this manuscript. This work was supported by NSF Grant ATM-0758609, NASA Grant NNG05GR32G, and ONR Grant N000140710186.
REFERENCES
Atkinson, G. D., and Holliday C. R. , 1977: Tropical cyclone minimum sea level pressure/maximum sustained wind relationship for the western North Pacific. Mon. Wea. Rev., 105 , 421–427.
Black, M. L., and Willoughby H. E. , 1992: The concentric eyewall cycle of Hurricane Gilbert. Mon. Wea. Rev., 120 , 947–957.
Blackwell, K. G., 2000: The evolution of Hurricane Danny (1997) at landfall: Doppler-observed eyewall replacement, vortex contraction/intensification, and low-level wind maxima. Mon. Wea. Rev., 128 , 4002–4016.
Brown, P. D., Franklin J. L. , and Landsea C. , 2006: A fresh look at tropical cyclone pressure-wind relationships using recent reconnaissance-based best track data (1998–2005). Preprints, 25th Conf. on Hurricanes and Tropical Meteorology, Monterey, CA, Amer. Meteor. Soc., 3B.5. [Available online at http://ams.confex.com/ams/pdfpapers/107190.pdf].
Cocks, S. B., and Gray W. M. , 2002: Variability of the outer wind profiles of western North Pacific typhoons: Classifications and techniques for analysis and forecasting. Mon. Wea. Rev., 130 , 1989–2005.
Courtney, J., and Knaff J. A. , 2009: Adapting the Knaff and Zehr wind pressure relationship for operational use in tropical cyclone warning centres. Aust. Meteor. Oceanogr. J., 58 , 167–179.
Dvorak, V., 1975: Tropical cyclone intensity analysis and forecasting from satellite imagery. Mon. Wea. Rev., 103 , 420–430.
Franklin, J. L., Black M. L. , and Valde K. , 2003: GPS dropwindsonde wind profiles in hurricanes and their operational implications. Wea. Forecasting, 18 , 32–44.
Hack, J. J., and Schubert W. H. , 1986: Nonlinear response of atmospheric vortices to heating by organized cumulus convection. J. Atmos. Sci., 43 , 1559–1573.
Harper, B. A., 2002: Tropical cyclone parameter estimation in the Australian region: Wind–pressure relationships and related issues for engineering planning and design—A discussion paper. Systems Engineering Australia Party Ltd. (SEA) for Woodside Energy Ltd., SEA Rep. J0106-PR003E, 83 pp.
Holland, G., 2008: A revised hurricane pressure–wind model. Mon. Wea. Rev., 136 , 3432–3445.
Holton, J. R., 1992: An Introduction to Dynamic Meteorology. Academic Press, 535 pp.
Kieu, C. Q., and Zhang D-L. , 2009: An analytical model for the rapid intensification of tropical cyclones. Quart. J. Roy. Meteor. Soc., 135 , 1336–1349.
Knaff, J. A., and Zehr R. M. , 2007: Reexamination of tropical cyclone wind–pressure relationships. Wea. Forecasting, 22 , 71–88.
Knaff, J. A., and Zehr R. M. , 2008: Reply. Wea. Forecasting, 23 , 762–770.
Knaff, J. A., Sampson C. R. , DeMaria M. , Marchok T. P. , Gross J. M. , and McAdie C. J. , 2007: Statistical tropical cyclone wind radii prediction using climatology and persistence. Wea. Forecasting, 22 , 781–791.
Koba, H., Hagiwara T. , Asano S. , and Akashi S. , 1990: Relationships between CI number from Dvorak’s technique and minimum sea level pressure or maximum wind speed of tropical cyclone. J. Meteor. Res., 42 , 59–67.
Kossin, J. P., and Velden C. S. , 2004: A pronounced bias in tropical cyclone minimum sea level pressure estimation based on the Dvorak technique. Mon. Wea. Rev., 132 , 165–173.
Kossin, J. P., and Sitkowski M. , 2009: An objective model for identifying secondary eyewall formation in hurricanes. Mon. Wea. Rev., 137 , 876–892.
Kruk, M. C., Knapp K. R. , Levinson D. H. , and Kossin J. P. , 2008: Data stewardship of global tropical cyclone best tracks. Preprints, 28th Conf. on Hurricanes and Tropical Meteorology, Orlando, FL, Amer. Meteor. Soc., P2A.12. [Available online at http://ams.confex.com/ams/pdfpapers/138396.pdf].
Landsea, C. W., and Coauthors, 2004: The Atlantic hurricane database reanalysis project: Documentation for 1851–1910 alterations and additions to the HURDAT database. Hurricanes and Typhoons: Past, Present, and Future, R. J. Murnane and K.-B. Liu, Eds., Columbia University Press, 177–221.
McNoldy, B. D., 2004: Triple eyewall in Hurricane Juliette. Bull. Amer. Meteor. Soc., 85 , 1663–1666.
Pasch, R. J., Blake E. S. , Cobb H. D. , and Roberts D. P. , cited. 2009: Tropical cyclone report: Hurricane Wilma 15–25 October 2005. National Hurricane Center. [Available online at http://www.nhc.noaa.gov/pdf/TCR-AL252005_Wilma.pdf].
Weber, H. C., 2007: On the pressure–wind relationship in tropical cyclones. Preprints, 27th Conf. on Hurricanes and Tropical Meteorology, Monterey, CA, Amer. Meteor. Soc., 14.A6. [Available online at http://ams.confex.com/ams/pdfpapers/107849.pdf].
Webster, P. J., Holland G. J. , Curry J. A. , and Chang H-R. , 2005: Changes in tropical cyclone number, duration, and intensity in a warming environment. Science, 309 , 1844–1846.
Willoughby, H. E., 1998: Tropical cyclone eye thermodynamics. Mon. Wea. Rev., 126 , 3053–3067.
Willoughby, H. E., Clos J. A. , and Shoreibah M. G. , 1982: Concentric eyewalls, secondary wind maxima, and the evolution of the hurricane vortex. J. Atmos. Sci., 39 , 395–411.
Willoughby, H. E., Masters J. , and Landsea C. , 1989: A record minimum sea level pressure observed in Hurricane Gilbert. Mon. Wea. Rev., 117 , 2824–2828.
Zhang, D-L., Liu Y. , and Yau M. K. , 1999: Surface winds at landfall of Hurricane Andrew (1992)—A reply. Mon. Wea. Rev., 127 , 1711–1721.
Zhang, D-L., Liu Y. , and Yau M. K. , 2001: A multiscale numerical study of Hurricane Andrew (1992). Part IV: Unbalanced flows. Mon. Wea. Rev., 129 , 92–107.
Zhu, T., Zhang D-L. , and Weng F. , 2004: Numerical simulation of Hurricane Bonnie (1998). Part I: Eyewall evolution and intensity changes. Mon. Wea. Rev., 132 , 225–241.
APPENDIX A
Two Most Representative PWRs














APPENDIX B
The Gradient-Balanced PWR


- region I (inner core), V = Ωr,
- region II (outer core), V = K/rα where α ≥ 1,











(a) Time series of the simulated PMIN (hPa, boldface dashed) and VMAX (m s−1, boldface dashed) vs the best-track analysis (boldface solid) from the 48-h simulation of Hurricane Wilma (2005), initialized at 0000 UTC 18 Oct 2005. (b) Hovmöller diagram of the radar reflectivity (shaded at intervals of 5 dBZ) at 850 hPa. Dashed lines in (b) denote the RMW.
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1

(a) Time series of the simulated PMIN (hPa, boldface dashed) and VMAX (m s−1, boldface dashed) vs the best-track analysis (boldface solid) from the 48-h simulation of Hurricane Wilma (2005), initialized at 0000 UTC 18 Oct 2005. (b) Hovmöller diagram of the radar reflectivity (shaded at intervals of 5 dBZ) at 850 hPa. Dashed lines in (b) denote the RMW.
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1
(a) Time series of the simulated PMIN (hPa, boldface dashed) and VMAX (m s−1, boldface dashed) vs the best-track analysis (boldface solid) from the 48-h simulation of Hurricane Wilma (2005), initialized at 0000 UTC 18 Oct 2005. (b) Hovmöller diagram of the radar reflectivity (shaded at intervals of 5 dBZ) at 850 hPa. Dashed lines in (b) denote the RMW.
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1

Time series of the central pressure drop (hPa) during the 36–48-h model simulation (solid), Holland’s profile (dashed), and Knaff and Zehr’s profile (dotted).
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1

Time series of the central pressure drop (hPa) during the 36–48-h model simulation (solid), Holland’s profile (dashed), and Knaff and Zehr’s profile (dotted).
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1
Time series of the central pressure drop (hPa) during the 36–48-h model simulation (solid), Holland’s profile (dashed), and Knaff and Zehr’s profile (dotted).
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1

A schematic description of the double-eyewall configuration with dual RMWs during the eyewall-replacement process. Numbers 1–10 denote the contributions of individual terms on the rhs of Eq. (10) to the central pressure drop from four different radial ranges, i.e., [0, R1], … , [R3, R∞]. The shaded region denotes the contribution from the outer eyewall.
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1

A schematic description of the double-eyewall configuration with dual RMWs during the eyewall-replacement process. Numbers 1–10 denote the contributions of individual terms on the rhs of Eq. (10) to the central pressure drop from four different radial ranges, i.e., [0, R1], … , [R3, R∞]. The shaded region denotes the contribution from the outer eyewall.
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1
A schematic description of the double-eyewall configuration with dual RMWs during the eyewall-replacement process. Numbers 1–10 denote the contributions of individual terms on the rhs of Eq. (10) to the central pressure drop from four different radial ranges, i.e., [0, R1], … , [R3, R∞]. The shaded region denotes the contribution from the outer eyewall.
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1

Distribution of the central pressure drop (hPa) with respect to the RMW and VMAX for (a) the centrifugal forcing, (b) the Coriolis forcing, (c) the TC tendency ∂V/∂t, and (d) the frictional forcing, using the PWR(22) and the parameters given in Table 2. See the text for more details.
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1

Distribution of the central pressure drop (hPa) with respect to the RMW and VMAX for (a) the centrifugal forcing, (b) the Coriolis forcing, (c) the TC tendency ∂V/∂t, and (d) the frictional forcing, using the PWR(22) and the parameters given in Table 2. See the text for more details.
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1
Distribution of the central pressure drop (hPa) with respect to the RMW and VMAX for (a) the centrifugal forcing, (b) the Coriolis forcing, (c) the TC tendency ∂V/∂t, and (d) the frictional forcing, using the PWR(22) and the parameters given in Table 2. See the text for more details.
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1

As in Fig. 4d but with ∂V/∂t = 30 m s−1 (24 h)−1.
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1

As in Fig. 4d but with ∂V/∂t = 30 m s−1 (24 h)−1.
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1
As in Fig. 4d but with ∂V/∂t = 30 m s−1 (24 h)−1.
Citation: Weather and Forecasting 25, 3; 10.1175/2010WAF2222344.1