Drying of Taganrog Bay during wind-driven setdowns from satellite and ADCIRC model data

被引:0
作者
Aleskerova, A. A. [1 ]
Vasilenko, N. V. [1 ]
Fomin, V. V. [1 ]
Stanichny, S., V [1 ]
Matishov, G. G. [2 ]
Kubryakov, A. A. [1 ]
机构
[1] RAS, Marine Hydrophys Inst, Sevastopol, Russia
[2] Russian Acad Sci, South Sci Ctr, Rostov Na Donu, Russia
关键词
Taganrog Bay; Drying zone; Wind-driven setup; Surge; Azov Sea; Storm duration; MSI Sentinel-2; OLI Landsat 8; Numerical modeling; ADCIRC; SEA; WAVES;
D O I
10.1016/j.ecss.2024.108910
中图分类号
Q17 [水生生物学];
学科分类号
071004 ;
摘要
Intense wind-driven setdowns can cause extensive drying of the shallow Taganrog Bay in the Azov Sea, significantly impacting the marine infrastructure and ecosystem. Satellite measurements of MSI Sentinel-2 and OLI Landsat 8 during 2015-2021 were used to identify 28 intense cases of such processes. Using a simple difference method based on near-infrared measurements, we calculated the area of a drying zone (S) and investigated its relation with storm intensity and duration. Our findings indicate that S in the estuarine part of the bay can exceed 300 km(2). Setdowns most often occurred in the autumn during intense and persistent easterly winds with wind speed exceeding 8 m/s. The largest areas of drying zone (S > 100 km(2)) were observed during continuous winds lasting more than 10 days. The correlation between the integral action of wind stress and S was 0.74, and for prolonged events (more than 5 days) it was 0.92. Further, satellite data was used to validate the results of ADCIRC numerical modelling. Based on the modeling data, we investigated the influence of wind speed on the area of bottom drying in order to obtain a simple parameterization of this process. At the initial moment of setdown, the sea level decreases as t(1/2) and linearly depends on the square root of the integral wind stress, while the drying zone increases as t(1/4). The relation between sea level and wind speed was universal for different wind amplitude until an equilibrium state is reached. Interestingly, during most intense winds (>20 m/s), the drying zone decreases, which is related to the drying out of the banks located at the entrance of the Taganrog Bay limiting water outflow from the bay.
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页数:15
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共 58 条
  • [1] Similarities between the quasi-bubble and the generalized wave continuity equation solutions to the shallow water equations
    Atkinson, JH
    Westerink, JJ
    Hervouet, JM
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2004, 45 (07) : 689 - 714
  • [2] Blain C.A., 2010, Validation Test Report for the Advanced CIRCulation Model (ADCIRC) v45.11
  • [3] A review of ocean color remote sensing methods and statistical techniques for the detection, mapping and analysis of phytoplankton blooms in coastal and open oceans
    Blondeau-Patissier, David
    Gower, James F. R.
    Dekker, Arnold G.
    Phinn, Stuart R.
    Brando, Vittorio E.
    [J]. PROGRESS IN OCEANOGRAPHY, 2014, 123 : 123 - 144
  • [4] Meteotsunami-related flooding and drying: numerical modeling of four Adriatic events
    Bubalo, Maja
    Janekovic, Ivica
    Orlic, Mirko
    [J]. NATURAL HAZARDS, 2021, 106 (02) : 1365 - 1382
  • [5] Bulysheva N.I., 2020, T YUZHN NAUCHN TSENT, V8, P256
  • [6] Forced wave induced by an atmospheric pressure disturbance moving towards shore
    Chen, Yixiang
    Niu, Xiaojing
    [J]. CONTINENTAL SHELF RESEARCH, 2018, 160 : 1 - 9
  • [7] Cherkesov LV, 2017, PHYS OCEANOGR, P3, DOI [10.22449/1573-160X-2017-5-3-18, 10.22449/0233-7584-2017-5-3-20]
  • [8] Chovgan O.V., 2017, Vestnik MGTU, V20, P390
  • [9] Wind driven setup in east central Florida's Indian River Lagoon: Forcings and parameterizations
    Colvin, Jeffrey
    Lazarus, Steven
    Splitt, Michael
    Weaver, Robert
    Taeb, Peyman
    [J]. ESTUARINE COASTAL AND SHELF SCIENCE, 2018, 213 : 40 - 48
  • [10] Modeling hurricane waves and storm surge using integrally-coupled, scalable computations
    Dietrich, J. C.
    Zijlema, M.
    Westerink, J. J.
    Holthuijsen, L. H.
    Dawson, C.
    Luettich, R. A., Jr.
    Jensen, R. E.
    Smith, J. M.
    Stelling, G. S.
    Stone, G. W.
    [J]. COASTAL ENGINEERING, 2011, 58 (01) : 45 - 65