Limited Width of Tropical Cyclone-Induced Baroclinic Geostrophic Response

被引:4
作者
Lu, Zhumin [1 ]
Shang, Xiaodong [2 ]
机构
[1] South China Sea Inst Oceanol, Chinese Acad Sci, State Key Lab Trop Oceanog, Guangzhou, Peoples R China
[2] South China Sea Inst Oceanol, CAS Key Lab Sci & Technol Operat Oceanog, Guangzhou, Peoples R China
关键词
Ocean dynamics; Upwelling/downwelling; Wind stress; Wind stress curl; Eddies; Tropical cyclones; PRIMARY HURRICANE VORTEX; PART II; PARAMETRIC REPRESENTATION; MODEL; WIND; ENERGY; CIRCULATION; PACIFIC; EDDIES; EDDY;
D O I
10.1175/JPO-D-23-0096.1
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
Despite the large radius (R-17) of gale-force wind of a tropical cyclone (TC), the observed TC-induced effects on mesoscale and large-scale ocean via the baroclinic geostrophic response are found to have a limited cross-track width; this strange but important phenomenon is interpreted here. Driven by the wind stress curl (WSC), the TC-induced geostrophic response is in fact regulated by along-track integration of the WSC (AIWSC). Constrained by atmospheric TC dynamics, the violent winds outside the radius (R-max) of maximum wind of any TC must have nearly zero WSC. Consequently, the AIWSC function can befit as a boxcar function with an extraordinarily large positive value between +/- R-max about the track. Based on this boxcar function, the theoretical estimate of the cross-track length scale of the baroclinic geo-strophic response, L-d + R-max, is presented, where L-d is the first-mode baroclinic Rossby deformation radius. Further, this scale is validated by numerical experiments to well explain the width of the altimetry-observed geostrophic response induced by any TC. Evidently, L-d + R-max is far smaller thanR(17) and thus the baroclinic geostrophic response generally has a limited width. This study implies that, although for a TC the violent winds outside R-max are generally similar to 90% of all winds, in an open ocean these winds may be useless to perturb the ocean interior due to the nearly zero WSC
引用
收藏
页码:1071 / 1088
页数:18
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