arXiv:2207.07154v1 [physics.ao-ph] 14 Jul 2022
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Transcript of arXiv:2207.07154v1 [physics.ao-ph] 14 Jul 2022
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A Model for the Tropical Cyclone Wind Field Response to Idealized LandfallSubmitted to Journal of the Atmospheric Sciences for peer review
Jie Chen,a,b Daniel R. Chavas,ba Program in Atmospheric and Oceanic Sciences, Princeton University, Princeton, NJ
b Dept. of Earth, Atmospheric and Planetary Sciences, Purdue University, West Lafayette, IN
ABSTRACT: The impacts of a tropical cyclone after landfall depend not only on storm intensity but also on the size and structure of thewind field. Hence, a simple predictive model for the wind field after landfall has significant potential value. This work tests existing theoryfor wind structure and size over the ocean against idealized axisymmetric landfall experiments in which the surface beneath a mature stormis instantaneously dried and roughened individually or simultaneously. Structure theory captures the response of the low-level wind field todifferent types of idealized landfalls given intensity and size response. Storm size, modeled to follow the ratio of simulated time-dependentstorm intensity to the Coriolis parameter π£π (π)
π, can generally predict the transient response of the storm gale wind radii π34ππ‘ to inland
surface forcings, particularly for at least moderate surface roughening regardless of the level of drying. Given knowledge of the intensityevolution, the above results combine to yield a theoretical model that can predict the full tangential wind field response to idealized landfalls.An example application to a real world landfall is provided to demonstrate its potential utility for risk applications.
SIGNIFICANCE STATEMENT: A theoretical modelthat can predict the time-dependent wind field structure oflandfalling tropical cyclones (TCs) with limited storm andenvironmental information is essential for mitigating haz-ards and allocating public resources. This work providesa first-order prediction of storm size and structure afterlandfall, which can be combined with existing intensityprediction to form a simple model describing the inlandwind field evolution. Results show its potential utility tomodel real-world inland TC wind fields.
1. Introduction
Predicting the inland impacts of a tropical cyclone (TC)depends not only on the evolution of storm intensity (max-imum wind speed) but also on the size and structure ofthe wind field. Empirical models for TC damage that onlydepend on intensity while neglecting storm size (Mendel-sohn et al. 2012) significantly underestimate losses (Zhaiand Jiang 2014). Storm size is known to vary nearly inde-pendently of intensity over the ocean (Frank 1977; Merrill1984; Chavas et al. 2016; Chavas and Lin 2016) and hencepredicting the inland impacts requires a model for stormsize and structure separate from the intensity. In additionto the direct wind impact, the magnitude and spatial dis-tribution of TC-induced storm surge and heavy rainfall arealso strongly dependent on the wind field structure andsize (Irish et al. 2008; Lu et al. 2018). Larger TCs mayalso produce more TC tornadoes away from the TC center(Paredes and Schenkel 2020). Accurate estimation of thepost-landfall TC wind field, including structure and size,can help prepare for TC hazards and economic losses.
Corresponding author: Jie Chen, [email protected]
However, our understanding of the post-landfall evolu-tion of the TC wind field has been limited by insufficientobservations and the complexity of landfall processes. Theheterogeneity of the inland surface and environmental con-ditions in the vicinity of the coastline make it difficult togeneralize the physics explaining the response of the TCwind field. Recently, Chen and Chavas (2020, hereafterCC20) simplified landfall as a transient response of a ma-ture axisymmetric TC to instantaneous surface rougheningor drying and explained how each surface forcing weakensthe storm via different mechanistic pathways using ideal-ized numerical simulation experiments. This work com-plements idealized 3D landfall experiments that identifiedimportant asymmetries in the wind field generated by theonshore flow transition from ocean to land (Hlywiak andNolan 2021). Chen and Chavas (2021, hereafter CC21)generalized this modeling approach to any combination ofsurface drying and roughening applied simultaneously totest the existing intensification theory of (Emanuel 2012)reformulated to predict decay after landfall. They showedthat this solution could predict the intensity decay evolutionacross experiments, and it also compared well with the pre-vailing empirical intensity decay model. Moreover, theydemonstrated that the intensity response to simultaneousdrying and roughening could be modeled as the product ofthe intensity responses to each forcing individually.Simple theory for the size and structure of the wind field
after landfall has yet to be tested, though. Physical un-derstanding of TC size and structure over the open oceanhas advanced significantly in recent decades. Early an-alytical models proposed an azimuthal wind profile thatdepend on TC intensity, radius of maximum wind, and thewidth of the wind maximum (Holland 1980), which have
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been tested against observations (Shea and Gray 1957;Willoughby and Rahn 2004). Most recently, the theoreti-cal solutions introduced in Emanuel (2004) and Emanueland Rotunno (2011) can describe the TC low-level windfield in the convection-free outer region and the convec-tive inner region, respectively. For the convective innerregion, Emanuel and Rotunno (2011) links the radial vari-ation of the outflow temperature to the radial variation ofabsolute angular momentum beyond radius of maximumwind via the stratification of the outflow driven by small-scale turbulence. For the convection-free outer region,Emanuel (2004) links the radial gradient of absolute an-gular momentum to the free troposphere subsidence rateπππππ , whose value constrained by the heat balance of thefree troposphere, via the Ekman dynamics of the bound-ary layer flow. These two theories are merged together toproduce a model for the complete wind profile in Chavaset al. (2015). The solution takes only a limited number ofphysical input parameters related to TC intensity, size, lati-tude, and environmental conditions. This structural modelwas shown to compare well against observations of the TCwind field and to reproduce the principal modes of windfield variability over the ocean (Chavas and Lin 2016).TC outer size can vary widely in nature, with size vary-
ing more strongly across storms than during the storm lifecycle (Chavas and Emanuel 2010; Chavas et al. 2016). Thesize of a given storm tends to depend strongly on the sizeof its initiating disturbance, with size often growing slowlywith time thereafter (Rotunno and Bryan 1987; Martinezet al. 2020; Xu and Wang 2010). On the π -plane over anocean surface, TC size expands towards an equilibrium sizethat scales with the ratio of the potential intensity to theCoriolis parameter, ππ/ π (Wang et al. 2022a; Frisius et al.2013; Chavas and Emanuel 2014), though slightly differentvelocity scales have been proposed as well (KhairoutdinovandEmanuel 2013; Zhou et al. 2014, 2017; Emanuel 2022).Recent work has shown that, on the spherical Earth, TCsize is set by the Rhines scale, which depends inverselyon the square root of the planetary vorticity gradient π½(Chavas and Reed 2019). This scaling arises because theTC equilibrium size is much larger than the Rhines scaleover the low latitude oceans. Hence, π½ strongly inhibitsstorms from expanding to their equilibrium size due toRossby wave radiation (Lu and Chavas 2022). This frame-work has yet to be considered in the context of landfall,though. Landfall is characterized by a sharp transition tonear-zeroππ and thus near-zero equilibrium size (Chen andChavas 2021). With equilibrium size now much smallerthan the Rhines scale, TC size would be expected to shrinktowards its equilibrium size after landfall, and its dynamicsgoverned by the length-scale ππ
π. We explore this avenue
below.Here we examine how existing theory can be used to
model the full TC wind field following landfall. This worktests TC size and structure theory against different sets of
idealized landfalling storms as in CC21. For structure, wetest the theory of Chavas et al. (2015). For size, we testa simple hypothesis for TC size based on the length scaleπ£ππ, where π£π is used in place ofππ to allow for a transient
response to an instantaneous change in ππ . We seek toanswer the following research questions:
1. can the Chavas et al. (2015) wind field model predictthe transient response of the azimuthal wind profileto idealized landfall, characterized by instantaneoussurface drying and/or roughening?
2. Can the length scale π£ππpredict the transient response
of storm outer size?
3. Can the size response to combined drying and rough-ening be predicted by the product of the responses toeach forcing individually, similar to intensity as foundin Chen and Chavas (2021)?
4. Can we predict the complete wind field evolution fol-lowing idealized landfall by combining the structureand size models examined in this work?
This paper is structured as follows. Section 2 reviewsthe relevant theories. Section 3 describes model setup andreviews relevant existing theory. Section 4 presents ourresults addressing the research questions. Section 5 sum-marizes key results, limitations, and the follow-up work.
2. Theory
a. TC wind structure model
Absolute angular momentum is widely applied to un-derstand the physics of the TC wind field as it is directlylinked to the tangential wind speed (Anthes 1974; Mont-gomery et al. 2001; Emanuel 2004; Lilly and Emanuel1985). Within the boundary layer, absolute angular mo-mentum transported inward from some outer radius viaradial inflow is gradually lost to surface frictional dissi-pation. That which remains is gradually converted fromplanetary to relative angular momentum, thereby gener-ating the tangential wind field of the TC vortex. Whenreaching the radius of maximum wind speed (ππ), air as-cends within the convective eyewall and then flows radiallyoutward aloft near the tropopause. Therefore, a theoreti-cal model describing the low-level circulation beyond ππcan be formulated by precisely quantifying how absoluteangular momentum changes with radius based on the localdynamics or thermodynamics. Recent work achieves thisin two distinct regions: the outer non-convecting regionEmanuel (2004, hereafter E04) and the inner convectingregion Emanuel and Rotunno (2011, hereafter ER11).For the convective inner region, small-scale shear-
induced turbulence stratifies the outflow to a criticalRichardson number π ππ , which for a slantwise neutral vor-tex translates the stratification of the outflow, ππ
ππ§, to a radial
3
increase inπ0 with increasing radius beyond ππ. The ER11solution for the radial distribution of π is given by(
ππΈπ 11ππ
)2βπΆππΆπ
=2( πππ
)2
2β πΆπ
πΆπ+ ( πΆπ
πΆπ) ( πππ
)2(1)
whereππ = ππππ + 1
2π ππ
2 (2)
is the angular momentum at ππ, and πΆπ and πΆπ are theexchange coefficients of enthalpy and momentum, respec-tively. With input metrics (π£π, ππ) and the value of πΆπandπΆπ , Eq.(1)-(2) can generate a complete azimuthal windprofile, though the underlying physics discussed above areonly valid for the convecting region beyond ππ.For the convection-free outer region, the inward flow
due to the surface friction torque induces an Ekman suctionthrough the top of the boundary layer from the free tropo-sphere. To satisfy mass continuity, the free tropospheresubsidence rate πππππ must equal the Ekman suction rateπ€πΈπΎ , βπππππ = π€πΈπΎ , where
π€πΈπΎ = ββ« β
0
1π
π (ππ’)ππ
ππ§. (3)
Meanwhile, in this steady-state slab boundary layer with adepth of β, the angular momentum π budget is given by
βπ’ππ
ππ= βπΆπ |V| (ππ), (4)
where V is the near surface wind velocity and π is theazimuthal component. Eq.(3) can be solved by first verti-cally integrating the slab layer with a depth of β and thenradially integrating the layer from π0 to π assuming π’ = 0at π0. Combining the result with Eq.(4) to eliminate βπ’,taking π€πΈπΎ = βπππππ , and approximating V by π yieldsthe solution
πππΈ04ππ
= π(ππ)2
π20 β π2(5)
where π = 2πΆπ
πππππ. π0 is the radius of vanishing wind (ππ£=0),
which represents the overall storm outer size. This solu-tion links the radial gradient of π toπππππ , whose value isconstrained by the thermodynamics of free troposphere andcan be estimated from the ambient stratification and radia-tive cooling rate via radiative-subsidence balance. Eq.(5)does not have an analytic solution but can be solved numer-ically to produce a full azimuthal wind profile that extendsinwards from π0 to an arbitrary radius. The model takes π0and π as input parameters.Chavas et al. (2015, hereafter referred to C15) mathe-
matically merged the ER11 (Eq.(1)-(2)) and E04 (Eq.(5))solution to produce a model for the complete azimuthalwind profile. This merging yields a unique solution; the
process is described in C15. Parameters required to solvethe solutions are: ππ and ππ for the inner region,ππ and ππat the merge point connecting the inner and outer region,π π ππ‘ as a specified radius input, π and π for the environ-mental conditions. Given the environmental parameters π,π , and πΆπ/πΆπ , one only needs to know two storm parame-ters β the intensity ππ and any wind radius (e.g. ππ, π34ππ‘ )β to specify the model solution.C15 is the simplest model that generates a first-order
prediction of the full wind field, has been evaluated againstreal world storms over the ocean, and applied in stormsurge risk analysis (Xi et al. 2020; Xi and Lin 2022). Inaddition, it performs best among existing wind models insimulating peak storm surge from historical US landfalls(Wang et al. 2022b). Thus, the C15 wind field modelis examined against the simulated wind field response toidealized landfalls in this paper.
b. TC size
As described in Section 1, TC size on the π -plane typ-ically expands towards an equilibrium potential size givenapproximately by the ratio of the potential intensity to theCoriolis parameter, ππ
π. The size of real-world TCs is typ-
ically significantly smaller than this length scale (Chavasand Lin 2016; Chavas and Reed 2019), though, and insteadfollows the Rhines scale because the latter is much smallerthan ππ
πat low latitudes (Chavas and Reed 2019; Lu and
Chavas 2022). In contrast, at high latitudes, the potentialsize is much smaller than the Rhines scale and hence theeffect of the Rhines scale becomes negligible, yielding apolar cap regime in aqua-planet experiments and produc-ing a domain filled with TCs analogous to that found onthe π -plane (Chavas and Reed 2019). Here we proposean analogous regime contrast for landfall: the transitionfrom ocean to land is a transition to a near-zero value ofππ(Chen and Chavas 2021) and thus a transition to a regimewhere ππ
πis suddenly much smaller than the Rhines scale.
As with the polar cap regime, the Rhines scale becomessecondary and the TC would be expected to shrink towardsits potential size that is near zero. We currently lack anexplicit theory for the rate of change of size toward itspotential size, though. Instead, we posit that these dy-namics ought to depend on ππ
π, just as the dynamics of
intensity change in nature depends fundamentally on thepotential intensity (Tang and Emanuel 2012), including foridealized landfall (Chen and Chavas 2021). Landfall is atransient adjustment between two equilibrium states (Chenand Chavas 2020), and hence size will not scale directlywith ππ
πor else the storm would shrink to zero size nearly
instantaneously, which clearly does not happen even for aninstantaneous transition to land (Chen and Chavas 2021).Thus, we propose the next simplest hypothesis: that sizeafter landfall will scale with π£π
π, where π£π is the maximum
4
wind speed itself. Unlike ππ , which can change instantly,π£π will change over finite timescale and its response mayalso be predictable theoretically or empirically (Chen andChavas 2021). This approach ties storm size to intensityin the transient response in the same manner as it is doneat equilibrium via ππ
π. We test this hypothesis below.
For the definition of storm outer size, multiple metricshave been applied to define π0 in past work, includingπ12 and π34ππ‘ , where π12 represents the radius of 12 ππ β1wind and π34ππ‘ represents the radius of 34 knot azimuthalwind speed. In practice, π34ππ‘ is the outermost wind radiusthat is commonly estimated in operations (Knapp et al.2010; NHC 2022) and can be linked directly to ππ viathe structural model described above (Chavas and Knaff2022). Thus, we choose to focus on π34ππ‘ as our outer sizemetric on practical grounds, as the outer circulation tendsto vary coherently (Chavas et al. 2015).
3. Methodology
a. Idealized landfall simulations
As discussed in CC20 and CC21, spatiotemporal hetero-geneity in surface properties are complicated in real-worldlandfalls, but landfall is fundamentally a transient responseto a rapid change in surface wetness and roughness. Herewe design simplified landfall experiments in an axisym-metric geometry with a uniform environment and uniformboundary forcing to test the response of a mature TC tomodified surface roughness and wetness, individually andin combination. Idealized landfall experiments are per-formed using the Bryan Cloud Model (CM1v19.8) (Bryanand Fritsch 2002) in an axisymmetric geometry with thesame setup as CC21. CM1 solves the fully compressibleequation of motion in height coordinates on an π plane ona fully staggered Arakawa C-type grid. Model parametersare summarized in Table 1. This simple approach neglectsall waterβradiation and temperatureβradiation feedbacks(Cronin and Chavas 2019). The simulation results are ro-bust to varying the choice of model resolutions or mixinglengths (Chen and Chavas 2021). Detailed explanationsand discussions about the model setups can be fully re-ferred to CC21.We first run a baseline experiment with the above model
setup to generate the control experiment (CTRL). The 200-day baseline simulation allows a mature storm to reach astatistical steady-state, from which we identify a stable15-day period and then define the CTRL as the ensemblemean of five 10-day segments of the baseline experimentfrom this stable period whose start times are each one dayapart. Using ensemble data helps to reduce noise and in-creases the robustness of the results. During this 10-dayevolution, a quasi-stable storm is maintained. Then weperform different types of idealized landfall experimentsby restarting each of the five CTRL ensemble memberswith surface wetness and/or roughness modified. Surface
wetness ismodified by decreasing surface evaporative frac-tion π , which reduces the surface latent heat fluxes πΉπΏπ»through the decreased surface mixing ratio fluxes πΉππ£ inCM1 (sfcphys.F). Surface roughness is modified by in-creasing the drag coefficient πΆπ , which alters the surfaceroughness length π§0 and then the friction velocity π’β for thesurface log-layer in CM1. Readers are referred to CC20for full details of the modifications in CM1 experiments.Finally, analogous to the CTRL, the five 10-day segmentsof each landfall experiment are averaged to reduce noiseand yield a single mean response evolution.The design of the idealized landfall experiments is sum-
marized in Fig. 1. It includes roughening-only experi-ments (ππΆπ , warm color boxes), drying-only experiments(ππ , gradient blue boxes), representative combined experi-ments (ππππΆπ , grey boxes), and a special set of combinedexperiments (0ππππΆπ , gradient green boxes) where bothsurface sensible and latent heat fluxes are set to zero whileincreasing the roughness. π indicates the increase factorapplied to surface drag coefficient πΆπ , while π is the re-duction factor applied to the surface evaporative fraction π .Themodification inπΆπ or/and π systematicallyweakens theCTRL storm, which can be understood via the response ofpotential intensity, οΏ½ΜοΏ½π =
ππ,πΈππ
ππ,πΆπ π πΏ(Eq.4-6 in CC21; Fig.1).
We select two subsets of combined-forcing experimentsfor deeper analysis: 0.7π2πΆπ , 0.7π10πΆπ , 0.1π2πΆπ , and0.1π10πΆπ (underlined in Fig.1) represent the extreme com-binations where each forcing takes its highest or lowestnonzero magnitude. 0.5π2πΆπ , 0.25π4πΆπ , and 0.1π8πΆπrepresent cases where the individual forcing in a combinedexperiment yields similar contributions to οΏ½ΜοΏ½π . Finally, wehave a special set of combined experiments, 0ππππΆπ , inwhichππ is fully reduced to zero for a range of magnitudesof roughening, which is achieved by setting both surfacesensible and latent heat fluxes to zero while increasing theroughness by a factor of π .
b. Testing theory against simulations
The near-surface wind field drives inland TC hazards.Thus, the evolution of the 10-m wind field in differenttypes of idealized landfall experiments is compared to theC15 model prediction. We focus principally on the first24 hours of the evolution, during which the wind fieldresponse to each landfall type is the strongest while the cir-culation remains sufficiently well defined to easily identifyπ34ππ‘ (Fig.2). A stable gale wind radius is often no longerobservable 24 hours after TC landfall in the real world (Jingand Lin 2019). We compare model versus simulation atπ = 1,6,12,24 β and display results whenever a value ofπ34ππ‘ is still discernible.For theC15 prediction, the simulated π£π (π) and π34ππ‘ (π)
response of each experiment are used to fit the structuralmodel, where π denotes the time since the start of a givenforcing experiment. We hold πΆπ fixed at its CTRL value
5
(πΆπ = 0.0015) and set πΆπ to be its modified value for eachexperiment. Since latitude typically varies minimally fora landfalling TC over a 24-hour period, the Coriolis pa-rameter π is held fixed at its CTRL value (5Γ 10β5π β1.The radiative-subsidence rate πππππ is set to 0.002 ππ β1,which is themedian of the best-fit value for observed storms(Chavas et al. 2015). The wind field solution is not verysensitive toπππππ except for at large radii well beyond π34ππ‘(Supplementary Figure 1). For TC size, we test the simplehypothesis
π34ππ‘ (π) βΌπ£π (π)π
(6)
that was motivated in the previous section. Since we holdπ constant, this hypothesis simplifies to
π34ππ‘ (π) βΌ οΏ½ΜοΏ½π (π) (7)
As in CC21, we analyze results as responses relative to ini-tial state. Hence, the intensity and size in each experimentare normalized by the CTRL value, i.e. οΏ½ΜοΏ½π =
π£π,πΈππ
π£π,πΆππ πΏ
and π34ππ‘ =π34ππ‘,πΈππ
π34ππ‘,πΆπ π πΏ. That is, we examine whether the
simulated transient response of intensity can predict thetransient response of storm outer size during the decayevolution.
4. Results
a. TC structure
We first examine to what extent the C15 model canreproduce the response of the storm wind field structurein our idealized landfall experiments, with intensity andsize taken as their simulated values. Fig.3 shows the C15model and its inner and outer component models against aCloudModel (CM1) simulated low-level (10-m) wind fieldof a mature storm (CM1 CTRL). The model inputs are theCM1CTRL values of π£π and π34ππ‘ . π is set to 0.00005 π β1,πππππ = 0.002 ππ β1, and πΆπ is 0.0015. In this example,the model does very well in predicting the simulated windprofile for nearly the entire circulation beyond ππ, but itunderestimates ππ.Comparisons of the C15 prediction fit to (π£π, π34ππ‘ ) and
the model simulation for representative idealized landfallexperiments 0.25π , 4πΆπ , 0.25π4πΆπ , and 0ππ4πΆπ at π =1,6,12,24 β are shown in Fig.4. The wind field differencebetween C15 prediction and model simulation across allthe experiments are shown in Fig.5.For surface drying only (Fig.4a), C15 does well in repro-
ducing much of the wind field beyond 2ππ out to large radii(π = 800 ππ) during the slow decay. The model generallyunderestimates the wind speed within the convective innerregion (π β€ 200 ππ) due to the low bias in ππ that persistsand acts to shift the peak wind region slightly inward ofthe simulation. At π = 24 β, the low bias near ππ becomessmaller for stronger drying (0.3π , 0.25π , 0.1π in Fig.4a and
Fig.5a). Beyond π34ππ‘ , the C15 prediction bias is less than2ππ β1 across all the drying experiments (Fig.4a).For experiments that include surface roughening (i.e.
roughening-only, combined, and 0ππππΆπ), the C15 pre-diction performs well in reproducing the wind field evo-lution at all radii beyond ππ (Fig.4b-d). In contrast tothe drying-only experiments, the bias near ππ at the initialtimestep decreases with time (Fig.5b-c). The bias is gener-ally less than 2ππ β1 outside π34ππ‘ across all the rougheningand combined experiments (Fig.5b-c) similar to drying-only experiments. It is noteworthy that in combined or0ππππΆπ experiments, when π£π approaches 34 knots atπ = 24 β, π34ππ‘ locates within the convecting inner-core re-gion where the model is more biased, C15 underestimatesthe outer wind field (Fig.4d and Fig.5d).
b. TC size
We next examine to what extent the transient re-sponse of size π34ππ‘ (π) scales with the transient re-sponse of intensity οΏ½ΜοΏ½π (π) in individual-forcing experi-ments (Fig.6a), combined-forcing experiments (Fig.6b),and 0ππππΆπ experiments (Fig.6c) throughout the 48-h evolution. For cases with strong surface roughening(8πΆπ , 10πΆπ , 0.7π10πΆπ , 0.1π8πΆπ , 0.1π10πΆπ and 0ππ8πΆπ ,0ππ10πΆπ), simulated intensity quickly decreases below 34knots after π = 12 β and thus their corresponding long-termπ34ππ‘ (π) βΌ οΏ½ΜοΏ½π (π) relationship is not shown in Fig.6.For roughening experiments (Fig.6a, red colors), π34ππ‘
scales very closely with οΏ½ΜοΏ½π throughout the 48 hour period,and it does so consistently across all experiments. Fordrying experiments (Fig.6a, blue colors), π34ππ‘ scales rea-sonably closely with οΏ½ΜοΏ½π by the end of the 48 hour period.However, during the first 12h, the storm principally weak-ens while its outer size slowly shrinks (Fig.6a subplot) asfound in CC20, and then the size subsequently begins toshrink steadily with the decreasing intensity. During thelast 12h, the size continues to gradually shrink after in-tensity becomes steady, especially in 0.7π , 0.5π , and 0.3πexperiments. Thus, π34ππ‘ scales more closely with οΏ½ΜοΏ½π atthe end of the evolution, with π34ππ‘ ending up about 10-15% higher than οΏ½ΜοΏ½π across all the drying experiments. Thetrajectories through (οΏ½ΜοΏ½π, π34ππ‘ ) space is consistent acrossall experiments similar to the roughening experiments.For combined experiments and 0ππππΆπ experiments,
storm size response π34ππ‘ (π) also generally scales with theintensity response οΏ½ΜοΏ½π (π) throughout the evolution (Fig.6b-c). However, π34ππ‘ (π) exhibits both characteristics of sur-face drying and roughening experiments. During the ini-tial period (π = 0β 6 β), π34ππ‘ (π) decreases sharply andnearly linearly with οΏ½ΜοΏ½π (π) across all the experiments. Forπ = 6 β 12 β, for experiments with weaker roughening(0.7π2πΆπ , 0.5π2πΆπ , 0.1π2πΆπ in Fig.6b and 0ππ2πΆπ in
6
Fig.6c), π34ππ‘ (π) remains relatively steady before decreas-ing again after π = 12 β to follow a trajectory similar toroughening out to π = 48 β.Next, we deconstruct the response of the storm size for
combined experiments to explore whether their π34ππ‘ canbe predicted via deconstructed physical processes causedby individual surface roughening and drying. As foundin CC21, the complete time-dependent response of stormintensity to simultaneous surface roughening and drying,οΏ½ΜοΏ½π,πΆπ π (π), can be predicted by the product of the individ-ual response, π£β (π), as
οΏ½ΜοΏ½π,πΆπ π (π) β οΏ½ΜοΏ½β (π) = οΏ½ΜοΏ½π,πΆπ(π)οΏ½ΜοΏ½π,π (π), (8)
Given that we find that the π34ππ‘ (π) scales reasonably wellwith οΏ½ΜοΏ½π (π), we propose a similar hypothesis here for thesize response in combined experiments as
π34ππ‘ ,πΆπ π (π) β πβ (π) = π34ππ‘ ,πΆπ(π)π34ππ‘ , π (π), (9)
and assume thatοΏ½ΜοΏ½β (π) βΌ πβ (π). (10)
The hypotheses made in Eq. (9) and (10) are tested againstour representative combined simulations (Fig.7).First we compare the estimated responses πβ (π) and
οΏ½ΜοΏ½β (π) to the corresponding simulated responses, π34ππ‘ (π)and οΏ½ΜοΏ½π (π), of the combined experiments (Fig.7, greymark-ers). Overall, the estimated size-intensity relationshipπβ (π) βΌ οΏ½ΜοΏ½β (π) follows the simulated relationship π34ππ‘ (π) βΌοΏ½ΜοΏ½π (π) closely throughout the evolution across all the com-bined experiments.Finally, we identify the dominant forcing for driving
the responses in οΏ½ΜοΏ½π (π) and π34ππ‘ (π) in our combined ex-periments. The outer size responses in the combined ex-periment and the analogous roughening-only experimentwith identical πΆπ are similar during the initial 12 h, dur-ing which size and intensity change most strongly, beforedeviating thereafter (Fig.7, grey and warm color markers).This consistency suggests that the size response is pri-marily dominated by surface roughening, regardless of itsmagnitude or the concurrent magnitude of drying. Surfacedrying imposes an impact on the storm size largely dur-ing the later period (π > 12 β) after the storm has alreadyweakened considerably.To summarize, π34ππ‘ (π) scales quite closely with π£π (π)
for mature storms in response to idealized landfall, espe-cially for a rougher land surface. This finding providessome evidence for our hypothesis that the equilibrium sizelength-scale on the π -plane becomes important for the dy-namics of the transition to land; testing the role of π½ liesbeyond the scope of this work. The above results sug-gest that a viable simple prediction of the storm outer sizefor idealized experiments with any combined forcing canbe made if given the estimation of intensity response tocorresponding surface modifications (Eq.(10)).
All our results taken together suggest the potential to pre-dict the complete wind field evolution to idealized landfallif given the intensity response. We explore this avenuenext.
c. A model for the wind field in idealized landfalls
Finally, we combine the findings for modeling struc-ture and size in this work to predict the response of thenear-surface wind field and compare against our subsets ofcombined-forcing landfall experiments.Wemodel thewindfield using theC15modelwith inputs
as described above, which requires the temporal evolutionof intensity and size. Here we use the simulated intensityevolution π£π (π). We then predict the outer size evolutionπ34ππ‘ (π) by assuming it scales directly with οΏ½ΜοΏ½π (π) as inEq.(7). Note that the intensity evolution could also be pre-dicted via a statistical model such as (Jing and Lin 2019) ortheory-based model such as that proposed in CC21, thoughwe do not do so here in order to focus on the representa-tion of the wind field. Knowing the initial intensity andsize, π£π,0 and π34ππ‘ ,0 at π = 0 β (i.e., just prior to ideal-ized landfall), one can produce π34ππ‘ (π) via π£π (π). As anexample, the theoretical prediction of the wind profile atπ = 6 β and 24 β is compared to the simulated profile foreach experiment in Fig.8, where 0.1π8πΆπ , 0.7π10πΆπ and0ππ6πΆπ , 0ππ8πΆπ , 0ππ10πΆπ are excluded at π = 24 β sincetheir corresponding intensity quickly decreases below 34knots (Fig.8b and d).Overall, the wind field model prediction performs rea-
sonably well in capturing the simulated wind field responseacross all experiments. The prediction of ππ itself is im-perfect, especially for experiments where surface is lessroughened (Fig.8), since the model begins with the lowbias in ππ from CTRL and is unable to describe the windfield inside ππ. For weak roughening (Fig.8b and d), as π£πdecreases approaching 34 knots in later stages, the modelmore strongly underestimates the simulated size of the in-ner region wind field. For strong roughening, though,(Fig.8a and c) this inner-core bias tends to decrease withtime.Note that we also tested this simple wind field model us-
ing the intensitymodel of CC21 π£βπ‘β(π) introduced in CC21
(Eqs.14-15 therein) and its corresponding size estimationπβπ‘βvia Eq.(10) (Supplementary Figure 2). This approach
also works reasonably well, though it still requires spec-ification of the boundary layer depth parameter, which ispoorly-constrained as described in CC21. Hence we havefocused here on taking intensity as known, as alternativeintensity models may be equally viable in practice.To summarize, given the TC intensity and π34ππ‘ prior to
landfall and knowledge of the idealized land surface con-ditions, one can predict the first-order post-landfall windfield evolution. In contrast to the intensity decay modelof CC21, which depends on a poorly-understood boundary
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layer height parameter, the size and structure results pre-sented here do not depend on any free parameters and henceare expected to apply generally. This simple model mayserve as a foundation for a model to predict the wind fieldresponse to landfall that further incorporates the many ad-ditional complexities associated with real-world landfalls.
5. Summary and Discussion
This work proposes a simple theory-based model forthe response of the tropical cyclone wind field to idealizedlandfalls and tests it against numerical simulation exper-iments. The model combines an existing physics-basedmodel for the wind field and a simple model for stormouter size π34ππ‘ (π) that assumes it follows the responseof maximum wind speed π£π (π). Combining these resultswith TC intensity prediction, this work provides a theoret-ical model for inland TC wind field. Key findings are asfollows:
β’ Given simulated π£π and π34ππ‘ , the C15 wind fieldmodel (Eq.(1)-(5)) generally reproduces the responseof the wind field beyond ππ to idealized landfalls overthe first 24-h, which is the period of most significantweakening. For the convecting inner-core region nearππ, the C15 model is not able to precisely predict theππ, though this is due in part to a bias in the initialprofile itself. For the convection-free outer region, theC15 prediction generally reproduces the wind fieldresponse to various forcings with minimal bias overmuch of the circulation beyond π = 50 ππ.
β’ The landfall response of storm size π34ππ‘ (π) is foundto scale closely with that of storm intensity π£π (π)(Eq.(7)), particularly in the presence of relativelystrong roughening. This finding aligns with the hy-pothesis that the equilibrium storm size length-scale,ππ/ π , becomes important in the dynamics of the tran-sition to land where ππ becomes near zero.
β’ The storm size response to combined drying androughening can be deconstructed as the product ofthe responses to each individual forcing (Eq.(8)-(10)),similar to intensity as found in CC21. Surface rough-ening imposes a strong and rapid initial response andhence dominates the size response within the first 12hours regardless of the magnitude of drying, whilethe longer-term size change is gradually affected bysurface drying too.
β’ Given the intensity evolution, the transient responseof the wind field to idealized landfalls can be pre-dicted reasonably well by combining simple modelsfor storm structure (Eq.(1)-(5)) and the responses ofouter size (Eq.(7)). These results for size and struc-ture are expected to apply generally, as they do notdepend on any free parameters.
These findings suggest that a simple theory-basedmodelmay be useful for a first-order prediction of the tropicalcyclone wind field after landfall. It offers an efficient ap-proach to generate the complete TC wind profile with lim-ited known environmental parameters. Though systematicbias is difficult to avoid, one can use empirical adjustmentto reduce or eliminate the system bias depending on theapplication purpose (Chavas and Knaff 2022). Landfallin the real world is complicated, though. This series ofstudies (CC20, CC21, and the present work) removes theadditional complexities existed in the real landfalls to fo-cus on the most fundamental processes associated withlandfall. The model serves as a baseline for future testinghow key additional complexities, such as finite translationspeed (Hlywiak and Nolan 2021), surface heterogeneity,and asymmetries, modify the wind field response afterlandfall.Future work may test the wind field model framework
against observations and reanalysis data for the real-worldlandfalling storms to examine the validity of the theorywhen applied to complicated real-world storms and en-vironments. As a simple initial demonstration, here weshow an example case-study application of our model tothe Geophysical Fluid Dynamics Laboratory (GFDL) T-SHiELD real-time simulation for 2021 landfalling Hurri-cane Ida in Fig.9 (Hazelton et al. 2018; Harris et al. 2020).We take π£π (π) and π34ππ‘ (π) from T-SHiELD;πππππ is setas 0.002ππ β1, which is identical to idealized experimentsin this work. πΆπ is calculated from the Fifth generationof ECMWF atmospheric reanalyses of the global climate(ERA5) surface roughness (Hersbach 2010) and then aver-aged within π = 500 ππ to yield a single value within eachof the four earth-relative quadrants. Overall, ourmodel per-forms reasonably well in reproducing the azimuthal windprofile in each quadrant. Future work seeks to more com-prehensively examine the model against observations andsimulations. Nonetheless, this example illustrates how themodel could potentially be applied to generate a first-orderwind field prediction of real-world storms after landfall,which is essential for improving the modeling of inlandhazards both operationally and in long-term risk assess-ment.
Acknowledgments. The authors thank for all conver-sations and advice from Drs. Kerry Emanuel, Frank D.Marks, Daniel T. Dawson, and Richard H. Grant. The au-thorswere supported byNSF grants 1826161 and 1945113.We also appreciate the feedbacks and conversations relatedto this research during the 35th AMS Conference on Hur-ricanes and Tropical Meteorology and the Symposium onHurricane Risk in a Changing Climate 2022. Comput-ing resources for this work were generously supported byPurdueβs Rosen Center for Advanced Computing and theCommunity Cluster Program (McCartney et al. 2014).
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Data availability statement. Datasets of relevant sim-ulated variables from this work are archived on PurdueUniversity Research Repository (PURR). We also pro-vide the information needed to replicate the simulations:The model code, compilation script, and the namelistsettings are available from [email protected]. Thecode for the C15 wind structure model is available athttps://doi.org/doi:10.4231/CZ4P-D448.
ReferencesAnthes, R., 1974: The dynamics and energetics of mature tropicalcyclones. Rev. Geophys. Space. Phys., 3, 495 522.
Bryan, G. H., and J.M. Fritsch, 2002: A benchmark simulation for moistnonhydrostatic numerical models.Mon. Wea. Rev., 130, 2918β2928.
Chavas, D. R., and K. A. Emanuel, 2010: A quikscat climatology oftropical cyclone size. Geo. Res. Lett., 37 (18), 10β13.
Chavas, D. R., and K. A. Emanuel, 2014: Equilibrium tropical cy-clone size in an idealized state of axisymmetric radiativeβconvectiveequilibrium. J. Atmos. Sci., 71, 1663β1680.
Chavas, D. R., and J. A. Knaff, 2022: A simple model for predictingthe tropical cyclone radius of maximum wind from outer size. (eor).Weather Forecasting.
Chavas, D. R., and N. Lin, 2016: A complete tropical cyclone radialwind structure model. part ii: Wind field variability. J. Atmos. Sci.,73, 3093β3113.
Chavas, D. R., N. Lin, W. Dong, and Y. Lin, 2016: Observed tropicalcyclone size revisited. J. Clim., 29, 2923β2939.
Chavas, D. R., N. Lin, and K. A. Emanuel, 2015: A complete trop-ical cyclone radial wind structure model. part i: Comparison withobserved structure. J. Atmos. Sci., 72(9), 3647β3662.
Chavas, D. R., and K. A. Reed, 2019: Dynamical aquaplanet experi-ments with uniform thermal forcing: System dynamics and impli-cations for tropical cyclone genesis and size. J. Atmos. Sci., 76(8),2257β2274.
Chen, J., and D. R. Chavas, 2020: The transient responses of an ax-isymmetric tropical cyclone to instantaneous surface roughening anddrying. J. Atmos. Sci., 77(8), 2807β2834.
Chen, J., and D. R. Chavas, 2021: Can existing theory predict theresponse of tropical cyclone intensity to idealized landfall? J. Atmos.Sci., 78(10), 3281β3296.
Cronin, T. W., and D. R. Chavas, 2019: Dry and semidry tropicalcyclones. J. Atmos. Sci., 76, 2193β2212.
Emanuel, K. A., 2004: Atmospheric turbulence and mesoscale me-teorology. Tropical Cyclone Energetics and Structure, CambridgeUniversity Press, 165β192.
Emanuel, K. A., 2012: Self-stratification of tropical cyclone outflow:Part ii: Implications for storm intensification. J. Atmos. Sci., 69,988β996.
Emanuel, K. A., 2022: Tropical cyclone seeds, transition probabilities,and genesis. Journal of Climate, 35, 3557β3566.
Emanuel, K. A., and R. Rotunno, 2011: Self-stratification of tropicalcyclone outflow. part i: Implications for storm structure. J. Atmos.Sci., 68, 2236β2249.
Frank, W. M., 1977: The structure and energetics of the tropical cycloneii. dynamics and energetics.Monthly Weather Review, 105(9), 1136β1150.
Frisius, T., D. Schonemann, and J. Vigh, 2013: The impact of gradientwind imbalance on potential intensity of tropical cyclones in an un-balanced slab boundary layer model. J. Atmos. Sci., 70, 1874β1890.
Harris, L., L. Zhou, S.-J. Lin, J.-H. Chen, X.Chen, K. Gao, andet al., 2020: Gfdl shield: A unified system for weather-to-seasonalprediction. Journal of Advances in Modeling Earth Systems, 12,e2020MS002 223.
Hazelton, A. T., L. Harris, and S. Lin, 2018: Evaluation of tropical cy-clone structure forecasts in a high-resolution version of the multiscalegfdl fvgfs model. Weather and Forecasting, 33(2), 419β442.
Hersbach, H., 2010: Sea-surface roughness and drag coefficient as func-tion of neutral wind speed. Internal Report from European Cen-tre for Medium-Range Weather Forecasts (ECMWF), URL https://www.ecmwf.int/node/9875.
Hlywiak, J., and D. S. Nolan, 2021: The response of the near-surfacetropical cyclone wind field to inland surface roughness length andsoil moisture content during and after landfall. J. Atmos. Sci., 78(3),983β1000.
Holland, G. J., 1980: An analyticmodel of thewind and pressure profilesin hurricanes. Mon. Wea. Rev., 108, 1212β1218.
Irish, J. L., D. Resio, and J. Ratcliff, 2008: The influence of storm size onhurricane surge. Journal of Physical Oceanography, 38, 2003β2013.
Jing, R., and N. Lin, 2019: Tropical cyclone intensity evolution modeledas a dependent hidden markov process. Journal of Climate, 32(22),7837β7855.
Khairoutdinov, M. F., and K. A. Emanuel, 2013: Rotating radiative-convective equilibrium simulated by a cloud-resolving model. J. Adv.Model. Earth Syst., 5.
Knapp, K. R., M. C. Kruk, D. H. Levinson, H. J. Diamond, and C. J.Neumann, 2010: The international best track archive for climatestewardship (ibtracs): Unifying tropical cyclone best track data. Bull.Amer. Meteor. Soc., 91, 363β376.
Lilly, D. K., and K. Emanuel, 1985: A steady-state hurricane model.16th Conf. on Hurricanes and Tropical Meteorology, Houston, TX,Amer. Meteor. Soc., 142β143.
Lu, K. Y., and D. R. Chavas, 2022: Tropical cyclone size is stronglylimited by the rhines scale: experiments with a barotropic model. J.Atmos. Sci.
Lu, P., N. Lin, K. A. Emanuel, D. Chavas, and J. Smith, 2018: Assessinghurricane rainfall mechanisms using a physics-based model: Hurri-canes isabel (2003) and irene (2011). J. Atmos. Sci., 75, 2337β2358.
Martinez, J., C. C. Nam, and M. M. Bell, 2020: On the contributionsof incipient vortex circulation and environmental moisture to tropicalcyclone expansion. Journal of Geophysical Research: Atmospheres,125, e2020JD033 324.
McCartney, G., T. Hacker, and B. Yang, 2014: Empowering faculty: Acampus cyberinfrastructure strategy for research communities. Edu-cause Review.
9
Mendelsohn, R., K. Emanuel, S. Chonabayashi, andL.Bakkensen, 2012:The impact of climate change on global tropical storm damages. Nat.Clim. Change, 2, 205β9.
Merrill, R. T., 1984: A comparison of large and small tropical cyclones.Mon. Wea. Rev., 112, 1408β1418.
Montgomery, M. T., H. D. Snell, and Z. Yang, 2001: Axisymmetricspindown dynamics of hurricane-like vortices. J. Atmos. Sci., 58,421β435.
NHC, 2022: National hurricane center tropical cy-clone text product descriptions. Retrieved fromhttps://www.nhc.noaa.gov/aboutnhcprod.shtml, URL https://www.nhc.noaa.gov/aboutnhcprod.shtml.
Paredes, M., and B. A. Schenkel, 2020: Assessing the role of tropicalcyclone size in tornado production. 100th American MeteorologicalSociety Annual Meeting.
Rotunno, R., and G. H. Bryan, 1987: An airβsea interaction theory fortropical cyclones. part ii: Evolutionary study using a non-hydrostaticnumerical model. J. Atmos. Sci., 44, 542β561.
Shea, D. J., and W. M. Gray, 1957: The hurricaneβs inner core region.i.symmetric and asymmetric structure. J. Atmos. Sci., 30, 1544β1564.
Tang, B., and K. Emanuel, 2012: A ventilation index for tropical cy-clones. Bull. Amer. Meteor. Soc., 93, 1901β1912.
Wang, D. Y., Y. L. Lin, and D. R. Chavas, 2022a: Tropical cyclonepotential size (under revision). J. Atmos. Sci.
Wang, S., N. Lin, and A. Gori, 2022b: Investigation of hurricane com-plete wind models and application in storm surge simulation. (underrevision). Journal of Geophysical Research: Atmospheres.
Willoughby, H. E., and M. E. Rahn, 2004: Parametric representation ofthe primary hurricane vortex. part i: Observations and evaluation ofthe holland (1980) model. Mon. Wea. Rev., 132(12), 3033β3048.
Xi, D., and N. Lin, 2022: Understanding uncertainties in tropical cy-clone rainfall hazard uncertainties using synthetic storms.(accepted,waiting for eor). Journal of Hydrometeorology, 23(6), 925β946.
Xi, D., N. Lin, and J. Smith, 2020: Evaluation of a physics-based tropicalcyclone rainfall model for risk assessment. Journal of Hydrometeo-rology, 21(9), 2197β2218.
Xu, J., and Y. Wang, 2010: Sensitivity of tropical cyclone inner-coresize and intensity to the radial distribution of surface entropy flux.Journal of the Atmospheric Sciences, 67(6), 1831β1852.
Zhai, A. R., and J. H. Jiang, 2014: Dependence of us hurricane economicloss on maximum wind speed and storm size. Environ. Res. Lett., 9,064 019.
Zhou, W., I. M. Held, and S. T. Garner, 2014: Parameter study oftropical cyclones in rotating radiativeβconvective equilibrium withcolumn physics and resolution of a 25-km gcm. J. Atmos. Sci., 71(3),1058β1069.
Zhou, W., I. M. Held, and S. T. Garner, 2017: Tropical cyclones inrotating radiative-convective equilibrium with coupled sst. J. Atmos.Sci., 74(3), 879β892.
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Basic Model SetupsParameter Name Value Parameter Name Valueπβ horizontal mixing length 750 m πππ surface temperature 300 Kπππ π asymptotic vertical mixing length 100 m ππ‘ ππ tropopause temperature 200 KπΆπ exchange coeff. of enthalpy 0.0015 πππππ radiative cooling rate (poten-
tial temperature)1 πΎ πππ¦β1
πΆπ exchange coeff. of momentum 0.0015 ππππ π dissipative heating 1 (turned on)π surface evaporative fraction 1 π Coriolis Parameter 5Γ10β5π β1Ξπ₯ horizontal grid spacing 3 km π»ππππππ height of model top 25 kmΞπ§ H=0-3 km: fixed vertical grid spac-
ing0.1 km πΏππππππ radius of model outer wall 3000 km
H=3-12 km: stretching vertical gridspacing
0.1 to 0.5 km
H=12-25 km: fixed vertical gridspacing
0.5 km
Table 1. Parameter values of the CM1 CTRL simulation. Only the two bold parameters πΆπ and π are modified individually or simultaneously inidealized landfall experiments as described in Fig.1.
Fig. 1. Two-dimensional experimental phase space of surface drying (decreasing π moving left to right) and surface roughening (increasingπΆπ moving top to bottom). CTRL is an ocean-like surface with (πΆπ , π ) = (0.0015, 1) . Values of the potential intensity response οΏ½ΜοΏ½π for CTRL,individual drying or roughening, and representative combined experiments are listed in parentheses; οΏ½ΜοΏ½π for any combination of forcing is theproduct of οΏ½ΜοΏ½π for each individual forcing. Representative experiments testing combined forcings are shaded grey and the subset testing the mostextreme combinations of each forcing are underlined. Experiment set 0ππππΆπ , corresponding to the special case where surface heat fluxes areentirely removed (ππ = 0), are shaded green.
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Fig. 2. The simulated 10-m wind field in response to different magnitudes of each type of idealized landfall (color lines) at π = 24 β. The initialCTRL wind field is shown by the thick black line in each plot.
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Fig. 3. The 10-m wind field of the CM1 simulated steady-state, mature storm (shaded CM1 CTRL), the ER11-predicted wind profile (yellowdash), the E04-predicted wind profile (blue dash), and the C15-predicted wind profile (red line). π = 5π₯10β5π β1, π = 1.5 where πΆπ = 0.0015 andπππππ = 0.002ππ β1. π£π = 76.1ππ β1, ππ = 33 ππ, and π34ππ‘ = 202 ππ in the CM1 CTRL simulation, respectively.
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Fig. 4. The 10-m wind field of the representative landfall experiments (a) 0.25π , (b) 4πΆπ , (c) 0.25π 4πΆπ and (d) 0ππ4πΆπ at π = 1, 6, 12, 24 β.Colored curves are the simulated wind field (solid) and C15-predicted wind field (dash).
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Fig. 5. Thewind field difference between C15-prediction and the idealized landfall simulation from π = 50 to 800 ππ across all the experiments of(a) surface drying experiments, (b) surface roughening experiments, (c) combined experiments and (d) 0ππππΆπ experiments at π = 1, 6, 12, 24 β.Each π is indicated by the same color as in Fig.4.
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Fig. 6. The relationship between οΏ½ΜοΏ½π (π) and π34ππ‘ (π) during a 48-h evolution (asterisk is marked by every 2 β) for (a) individual forcingexperiments, (b) combined experiments and (c) 0ππππΆπ experiments. The subplot in (a) emphasizes on the relationship between οΏ½ΜοΏ½π (π) andπ34ππ‘ (π) during the first 12-h period for all surface drying experiments. For 0ππππΆπ experiments with stronger surface roughening (0ππ8πΆπ ,0ππ10πΆπ), the relationship no longer exits after π = 24 β due to the rapid decay.
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Fig. 7. The relationship between simulated οΏ½ΜοΏ½π (π) and π34ππ‘ (π) for combined experiments and their deconstructed individual forcing experiments(asterisk is marked by every 2 β), and the predicted οΏ½ΜοΏ½β (π) and πβ (π) relationship (Eq.(8)-(10)) of each combined experiment (decreasing-sizecircles plotted by every 2 β). Here (a) 0.7π 2πΆπ , (b) 0.7π 10πΆπ , (c) 0.1π 2πΆπ , and (d) 0.1π 10πΆπ are representative combined experiments whereeach individual forcing takes its highest or lowest non-zero magnitude. (e) 0.5π 2πΆπ , (f) 0.25π 4πΆπ , and (g) 0.1π 8πΆπ are representative combinedexperiments where the magnitude of individual forcing in a combined experiment yields similar contribution to the intensity response.
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Fig. 8. Simulated Wind field of representative landfall experiments (solid) and the corresponding theoretical prediction (dash) at (a)(c) π = 6 βand (b)(d) π = 24 β. The theoretical prediction applies the simulated intensity response π£π (π) and the corresponding size prediction π34ππ‘ (π)(Eq.(7)) in the C15 model. Experiments with stronger surface modifications decay too fast to produce the input π£π and π34ππ‘ for C15 model atπ = 24 β, thus those experiments (0.1π 8πΆπ , 0.7π 10πΆπ and 0ππ6πΆπ , 0ππ8πΆπ , 0ππ10πΆπ) are not shown in (b)(d).
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Fig. 9. The azimuthally-averaged wind profile of the inland Hurricane Ida at 083000 and 083006 UTC 2021 (solid lines in the right panel)calculated from GFDL T-SHiELD model and the corresponding C15 model prediction (dash lines) using the π£π and π34ππ‘ from T-SHiELD. In C15prediction,πππππ = 0.002ππ β1 across all the quadrants; πΆπ = 0.02 and 0.015 for northeast and northwest quadrants, respectively (over the land)andπΆπ = 0.0015 for southern quadrants (over the ocean) as shown on the TC track map. πΆπ is calculated from the ERA5 surface roughness length(Eq.13 in Hersbach (2010)) and then averaged within π = 500 ππ to yield a single value within each of the four earth-relative quadrants.