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<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Mar. Sci.</journal-id>
<journal-title>Frontiers in Marine Science</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Mar. Sci.</abbrev-journal-title>
<issn pub-type="epub">2296-7745</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="doi">10.3389/fmars.2023.1164790</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Marine Science</subject>
<subj-group>
<subject>Original Research</subject>
</subj-group>
</subj-group>
</article-categories>
<title-group>
<article-title>Analysis of mooring-observed bottom current on the northern continental shelf of the South China Sea</article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname>Chen</surname>
<given-names>Liang</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/2206837"/>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Xiong</surname>
<given-names>Xuejun</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<xref ref-type="author-notes" rid="fn001">
<sup>*</sup>
</xref>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Zheng</surname>
<given-names>Quanan</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<xref ref-type="author-notes" rid="fn001">
<sup>*</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/1861268"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Rong</surname>
<given-names>Lintai</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/2173585"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Wang</surname>
<given-names>Yingjie</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Gong</surname>
<given-names>Qinglong</given-names>
</name>
<xref ref-type="aff" rid="aff3">
<sup>3</sup>
</xref>
</contrib>
</contrib-group>
<aff id="aff1">
<sup>1</sup>
<institution>Key Laboratory of Marine Science and Numerical Modeling, First Institute of Oceanography, Ministry of Natural Resources of China</institution>, <addr-line>Qingdao</addr-line>, <country>China</country>
</aff>
<aff id="aff2">
<sup>2</sup>
<institution>Department of Atmospheric and Oceanic Science, University of Maryland</institution>, <addr-line>College Park, MD</addr-line>, <country>United States</country>
</aff>
<aff id="aff3">
<sup>3</sup>
<institution>Frontier Science Center for Deep Ocean Multispheres and Earth System (FDOMES) and Physical Oceanography Laboratory, Ocean University of China</institution>, <addr-line>Qingdao</addr-line>, <country>China</country>
</aff>
<author-notes>
<fn fn-type="edited-by">
<p>Edited by: Kyung-Ae Park, Seoul National University, Republic of Korea</p>
</fn>
<fn fn-type="edited-by">
<p>Reviewed by: Lunyu Wu, National Marine Environmental Forecasting Center, China; Zhigang Lai, Sun Yat-sen University, Zhuhai Campus, China</p>
</fn>
<fn fn-type="corresp" id="fn001">
<p>*Correspondence: Xuejun Xiong, <email xlink:href="mailto:xjxiong@fio.org.cn">xjxiong@fio.org.cn</email>; Quanan Zheng, <email xlink:href="mailto:qzheng2@umd.edu">qzheng2@umd.edu</email>
</p>
</fn>
</author-notes>
<pub-date pub-type="epub">
<day>25</day>
<month>05</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="collection">
<year>2023</year>
</pub-date>
<volume>10</volume>
<elocation-id>1164790</elocation-id>
<history>
<date date-type="received">
<day>13</day>
<month>02</month>
<year>2023</year>
</date>
<date date-type="accepted">
<day>17</day>
<month>04</month>
<year>2023</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2023 Chen, Xiong, Zheng, Rong, Wang and Gong</copyright-statement>
<copyright-year>2023</copyright-year>
<copyright-holder>Chen, Xiong, Zheng, Rong, Wang and Gong</copyright-holder>
<license xlink:href="http://creativecommons.org/licenses/by/4.0/">
<p>This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.</p>
</license>
</permissions>
<abstract>
<p>The bottom current is an important component of the three-dimensional ocean circulation, which is of significance for the safeties of ocean bottom engineering and facilities, the research on sediment and pollutant transports, and the ecological environment. Due to the lack of observation data, research on the bottom current in the South China Sea (SCS) has been limited. This study systematically analyzes bottom currents from 0.5 to 5 m above the seafloor based on 20-month-long mooring observations on the shelf slope west of the Dongsha Atoll. The spectral analysis results indicate that currents induced by the internal tides and the internal solitary waves (ISWs) comprise dominant constituents of bottom currents with velocity amplitudes up to <italic>O</italic>(50&#x2013;90) cm/s. Dominant internal tide-induced bottom currents of the velocity amplitude of <italic>O</italic>(50) cm/s occupy 53% of the total horizontal kinetic energy. The pulsating ISW-induced bottom currents reach a maximum amplitude of 93 cm/s, which has intrinsic relation to the amplitude of the ISWs, according to the soliton propagation speed solutions of the Korteweg&#x2013;De Vries (KdV) equation. The background bottom current is strongest in winter, followed by spring, and weak in summer and autumn, which is closely correlated with the behavior of mesoscale eddies. These results are of significance for understanding the dynamics of the bottom boundary layer.</p>
</abstract>
<kwd-group>
<kwd>bottom current</kwd>
<kwd>South China Sea</kwd>
<kwd>internal solitary wave</kwd>
<kwd>internal tide</kwd>
<kwd>background current</kwd>
</kwd-group>
<counts>
<fig-count count="13"/>
<table-count count="2"/>
<equation-count count="30"/>
<ref-count count="41"/>
<page-count count="14"/>
<word-count count="5928"/>
</counts>
<custom-meta-wrap>
<custom-meta>
<meta-name>section-in-acceptance</meta-name>
<meta-value>Physical Oceanography</meta-value>
</custom-meta>
</custom-meta-wrap>
</article-meta>
</front>
<body>
<sec id="s1" sec-type="intro">
<label>1</label>
<title>Introduction</title>
<p>As an important component of the three-dimensional ocean circulation, the bottom current is of significance particularly for the safeties of ocean bottom engineering and facilities, the research on sediment and pollutant transports, and the ecological environment on the continental shelf (<xref ref-type="bibr" rid="B7">Connolly et&#xa0;al., 2020</xref>; <xref ref-type="bibr" rid="B40">Zhu and Liang, 2020</xref>). According to long-term observations on the mid-Atlantic continental shelf, <xref ref-type="bibr" rid="B3">Butman et&#xa0;al. (1979)</xref> found that the storm-induced bottom current reached 30 cm/s, which is strong enough to resuspend and redistribute sediments on the seafloor. Since then, previous investigations have revealed that sedimentary systems, including sediment formation and transportation, are closely linked to bottom currents (<xref ref-type="bibr" rid="B18">Lei et&#xa0;al., 2007</xref>; <xref ref-type="bibr" rid="B39">Zheng and Yan, 2012</xref>; <xref ref-type="bibr" rid="B4">Chen et&#xa0;al., 2016</xref>; <xref ref-type="bibr" rid="B13">Jia et&#xa0;al., 2019</xref>). Meanwhile, the strong bottom currents may result in a serious threat to the safety of underwater operations, such as remote-operated vehicle (ROV) operations and submarine pipeline docking during exploitation of offshore oil and gas resources. However, in contrast to surface currents that are easily derived from abundant satellite data and cruise observations, the understanding of bottom currents is restricted by lack of observational data.</p>
<p>The South China Sea (SCS) is the largest semi-enclosed marginal sea of the West Pacific. Previous studies have figured out the characteristics of general bottom circulation in the SCS, i.e., there is a cyclonic circulation of a magnitude of <italic>O</italic>(0&#x2013;10) cm/s, which is stronger in summer and weaker in winter (<xref ref-type="bibr" rid="B16">Li and Qu, 2006</xref>; <xref ref-type="bibr" rid="B29">Wang et&#xa0;al., 2011</xref>; <xref ref-type="bibr" rid="B15">Lan et&#xa0;al., 2013</xref>; <xref ref-type="bibr" rid="B14">Lan et&#xa0;al., 2015</xref>). In recent years, research on bottom currents in the SCS has gained important progress. <xref ref-type="bibr" rid="B19">Liu et&#xa0;al. (2011)</xref> observed the strong bottom current induced by the near-inertial internal wave generated by typhoon Pabuk using the observations of 300K acoustic Doppler current profiler (ADCP) installed on the oil platform. Their results show that the maximum bottom current reached nearly 1 m/s at 12 m above the bottom on the northern continental slope of the SCS. <xref ref-type="bibr" rid="B30">Wu et&#xa0;al. (2016)</xref> analyzed the bottom currents at a depth of approximately 1,000 m in and around a submarine valley on the northern continental slope of the SCS. Their results show that bottom currents are strongly conditioned by the topography, flowing along the valley axis or isobaths. The bottom current on the open slope is distinct from that in the submarine valley. The former is dominated by the diurnal cycle, while the latter is dominated by the semidiurnal cycle. <xref ref-type="bibr" rid="B17">Li et&#xa0;al. (2019)</xref> found that near-bottom current velocities southeast of Dongsha Atoll are between 20 and 30 cm/s, of which the tidal currents occupy about 70%.</p>
<p>Satellite and cruise observations have revealed that the northern SCS is featured by frequent occurrence of internal waves (<xref ref-type="bibr" rid="B12">Jackson, 2007</xref>; <xref ref-type="bibr" rid="B36">Zheng et&#xa0;al., 2007</xref>; <xref ref-type="bibr" rid="B28">Wang et&#xa0;al., 2012</xref>; <xref ref-type="bibr" rid="B5">Chen et&#xa0;al., 2018</xref>; <xref ref-type="bibr" rid="B6">Chen et&#xa0;al., 2019</xref>; <xref ref-type="bibr" rid="B37">Zheng et&#xa0;al., 2020</xref>). The coincidence of a strong but shallow thermocline in the Luzon Strait and the strong tidal currents results in the generation of large-amplitude internal tides that radiate away from the Luzon Strait into both the SCS and the West Pacific (<xref ref-type="bibr" rid="B24">Simmons et&#xa0;al., 2011</xref>). Based on satellite altimeter sea surface height (SSH) data, <xref ref-type="bibr" rid="B33">Zhao (2014)</xref> found that internal tides K1 and O1 in the SCS mainly propagate southwestward between 200&#xb0; and 215&#xb0; from the true north. The westward M2 internal tide bifurcates into two beams. The northwestward beam is coincident with the frequently occurring internal solitary waves (ISWs), implying their causative relation. It is believed that the westward-propagating internal tides from the Luzon Strait steepen and evolve into large-amplitude ISWs near the Dongsha Atoll (<xref ref-type="bibr" rid="B34">Zhao et&#xa0;al., 2004</xref>; <xref ref-type="bibr" rid="B8">Farmer et&#xa0;al., 2011</xref>; <xref ref-type="bibr" rid="B24">Simmons et&#xa0;al., 2011</xref>; <xref ref-type="bibr" rid="B1">Alford et&#xa0;al., 2015</xref>). According to 1-year-long mooring data, <xref ref-type="bibr" rid="B6">Chen et&#xa0;al. (2019)</xref> found that the ISWs on the shelf slope northwest of the Dongsha Atoll occur frequently in the forms of mode-1 single solitons and wave packets, which are well described by the solutions of the Korteweg&#x2013;De Vries (KdV) equation.</p>
<p>Owing to two decades of efforts, the understanding of the generation mechanism and propagation characteristics of ISWs in the SCS has gradually become clear. However, previous studies mostly focused on their impacts on the upper ocean but few on the bottom current. This is mainly because of difficulties to measure the current data near the seabed. Especially, bottom current data within 1 m above the seafloor have not been available. This study analyzes strong bottom currents induced by internal tides and ISWs in the SCS based on 20-month-long mooring observations on the shelf slope west of the Dongsha Atoll.</p>
<p>This paper is organized as follows. The <italic>Data and Methods</italic> section describes the cruise and mooring observation programs and data-processing methods. The <italic>Results and Discussion</italic> section analyzes the features of bottom currents induced by the internal tides and the ISWs as well as the seasonal variation of background bottom current. The Conclusions section gives the main analysis results of bottom currents on the northern continental shelf of South China Sea based on mooring observations.</p>
</sec>
<sec id="s2">
<label>2</label>
<title>Data and methods</title>
<sec id="s2_1">
<label>2.1</label>
<title>Mooring observation</title>
<p>The mooring station is located 20.8&#xb0;N 115.8&#xb0;E in the west of the Dongsha Atoll on the northern shelf slope of the SCS with a depth of 330 m as shown in <xref ref-type="fig" rid="f1">
<bold>Figure&#xa0;1A</bold>
</xref>. The mooring, which was specially designed to observe bottom currents, was deployed to measure the current velocity, temperature, and salinity from 1 April 2020 to 6 November 2021. From the depth of 20&#x2013;320 m, a thermistor chain consisting of conductivity-temperature-depth (CTD) instruments and temperature loggers at every 10 m was attached to the mooring to monitor the temperature and the salinity. The current velocity from 20 to 100 m was sampled <italic>via</italic> a 40-inch vitreous mounted upward-looking 300-kHz ADCP at a depth of 105 m. At the depth of 323 m, an upward-looking 150-kHz ADCP and a downward-looking 1-MHz ADCP are installed back-to-back in a 49-inch vitreous float. The current velocities between 100 and 320 m were sampled by the 150-kHz ADCP. The 300-kHz and 150-kHz ADCPs sampled every 2 min with a bin size of 4 m. The bottom current from 0.5 to 5 m above the seafloor was sampled by the 1-MHz ADCP with 0.2-m bins every 2 min. The valid bin numbers of the 300-kHz, 150-kHz, and 1-MHz ADCPs are 21, 55, and 26, respectively. There are 45 pings in an ensemble for the 300-kHz ADCP and 60 pings in an ensemble for the 150-kHz and 1-MHz ADCPs. The standard deviations of the 300-kHz, 150-kHz, and 1-MHz ADCPs are 0.53, 0.90, and 1.69 cm/s, respectively. Especially, a round cake lead anchor with a height of not more than 10 cm was used to avoid the impacts on <italic>in situ</italic> bottom current measurements induced by the high anchor of the mooring. The design drawing of the mooring is shown in <xref ref-type="fig" rid="f1">
<bold>Figure&#xa0;1B</bold>
</xref>. The observation of the 1-MHz ADCP was terminated on 17 September 2021 due to battery failure. Therefore, data from 17 full months from 1 April 2020 to 31 August 2021 are used for the statistical analysis of bottom current in this paper. Here, we define the current within 1 m from the bottom observed by the 1-MHz ADCP as the bottom current.</p>
<fig id="f1" position="float">
<label>Figure&#xa0;1</label>
<caption>
<p>
<bold>(A)</bold> Study area and mooring station (red star) and <bold>(B)</bold> mooring design drawing.</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g001.tif"/>
</fig>
</sec>
<sec id="s2_2">
<label>2.2</label>
<title>Decomposition of the currents</title>
<sec id="s2_2_1">
<label>2.2.1</label>
<title>Current velocity induced by internal tides</title>
<p>The horizontal current <inline-formula>
<mml:math display="inline" id="im1">
<mml:mi>u</mml:mi>
</mml:math>
</inline-formula> observed by ADCP can be written as follows:</p>
<disp-formula>
<mml:math display="block" id="M1">
<mml:mrow>
<mml:mover accent="true">
<mml:mi>u</mml:mi>
<mml:mo>&#x2192;</mml:mo>
</mml:mover>
<mml:mo>=</mml:mo>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mrow>
<mml:mi>b</mml:mi>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
<mml:mo>+</mml:mo>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mrow>
<mml:mi>I</mml:mi>
<mml:mi>T</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
</mml:mrow>
<mml:mo>,</mml:mo>
</mml:math>
</disp-formula>
<p>where <inline-formula>
<mml:math display="inline" id="im2">
<mml:mrow>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mrow>
<mml:mi>b</mml:mi>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
<mml:mo>=</mml:mo>
<mml:mfrac>
<mml:mn>1</mml:mn>
<mml:mi>H</mml:mi>
</mml:mfrac>
<mml:msubsup>
<mml:mo>&#x222b;</mml:mo>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mtext>H</mml:mtext>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msubsup>
<mml:mi>u</mml:mi>
<mml:mtext>dz</mml:mtext>
</mml:mrow>
</mml:math>
</inline-formula> is the barotropic current, and <inline-formula>
<mml:math display="inline" id="im3">
<mml:mrow>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mrow>
<mml:mi>I</mml:mi>
<mml:mi>T</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:math>
</inline-formula> is the internal tidal current</p>
<disp-formula>
<label>(2)</label>
<mml:math display="block" id="M2">
<mml:mrow>
<mml:mover accent="true">
<mml:mrow>
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<mml:mi>D</mml:mi>
<mml:mn>1</mml:mn>
</mml:mrow>
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<mml:mo stretchy="true">&#x2192;</mml:mo>
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</mml:mrow>
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</disp-formula>
<p>where <inline-formula>
<mml:math display="inline" id="im4">
<mml:mrow>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mrow>
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<mml:mn>1</mml:mn>
</mml:mrow>
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</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula>
<mml:math display="inline" id="im5">
<mml:mrow>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
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<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:math>
</inline-formula> are components of the diurnal [0.79d 1.15d] and semidiurnal [1.64d 2.3d] tidal bands.</p>
<p>Internal tides are strongly modulated by background conditions, such as stratification variability and mesoscale processes (<xref ref-type="bibr" rid="B2">Baines, 1982</xref>; <xref ref-type="bibr" rid="B20">Park and Watts, 2006</xref>). As a result, part of the internal tidal energy may exhibit intermittent features, occur at frequencies outside the deterministic tidal frequencies, and become incoherent with astronomical forcing (<xref ref-type="bibr" rid="B25">van Haren, 2004</xref>). The deterministic coherent internal tides can be written as follows (<xref ref-type="bibr" rid="B26">van Haren, 2003</xref>):</p>
<disp-formula>
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<mml:mo>,</mml:mo>
<mml:mo>&#xa0;</mml:mo>
<mml:mo>&#xa0;</mml:mo>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:mo>&#xa0;</mml:mo>
<mml:msub>
<mml:mi>K</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:mo>&#xa0;</mml:mo>
<mml:msub>
<mml:mi>N</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:mo>&#xa0;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:mo>&#xa0;</mml:mo>
<mml:mo>&#xa0;</mml:mo>
<mml:msub>
<mml:mi>S</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:mo>&#xa0;</mml:mo>
<mml:mo>&#xa0;</mml:mo>
<mml:msub>
<mml:mi>K</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
</disp-formula>
<p>where <inline-formula>
<mml:math display="inline" id="im6">
<mml:mrow>
<mml:msub>
<mml:mi>U</mml:mi>
<mml:mi>k</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the amplitude, and <inline-formula>
<mml:math display="inline" id="im7">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c6;</mml:mi>
<mml:mi>k</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the phase. The components in Eq. 2 are chosen because they are the dominant components in tidal motions in the SCS (<xref ref-type="bibr" rid="B41">Zu et&#xa0;al., 2008</xref>; <xref ref-type="bibr" rid="B31">Xie et&#xa0;al., 2013</xref>; <xref ref-type="bibr" rid="B23">Shang et&#xa0;al., 2015</xref>). They can be extracted from the ADCP-observed current by applying a harmonic analysis toolbox, t_tide (<xref ref-type="bibr" rid="B21">Pawlowicz et&#xa0;al., 2002</xref>).</p>
<p>Then, the incoherent internal tides are defined as follows:</p>
<disp-formula>
<label>(4)</label>
<mml:math display="block" id="M5">
<mml:mrow>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>c</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
<mml:mo>=</mml:mo>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mrow>
<mml:mi>I</mml:mi>
<mml:mi>T</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
<mml:mo>&#x2212;</mml:mo>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:math>
</disp-formula>
</sec>
<sec id="s2_2_2">
<label>2.2.2</label>
<title>Current velocity induced by internal solitary waves</title>
<p>The horizontal and vertical velocity components induced by ISWs are calculated by the following:</p>
<disp-formula>
<label>(5)</label>
<mml:math display="block" id="M6">
<mml:mrow>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mrow>
<mml:mi>I</mml:mi>
<mml:mi>S</mml:mi>
<mml:mi>W</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
<mml:mo>=</mml:mo>
<mml:mover accent="true">
<mml:mi>u</mml:mi>
<mml:mo>&#x2192;</mml:mo>
</mml:mover>
<mml:mo>&#x2212;</mml:mo>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:math>
</disp-formula>
<disp-formula>
<label>(6)</label>
<mml:math display="block" id="M7">
<mml:mrow>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>w</mml:mi>
<mml:mrow>
<mml:mi>I</mml:mi>
<mml:mi>S</mml:mi>
<mml:mi>W</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
<mml:mo>=</mml:mo>
<mml:mover accent="true">
<mml:mi>w</mml:mi>
<mml:mo>&#x2192;</mml:mo>
</mml:mover>
<mml:mo>&#x2212;</mml:mo>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>w</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
<mml:mo>&#x2212;</mml:mo>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>w</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:math>
</disp-formula>
<p>where <inline-formula>
<mml:math display="inline" id="im8">
<mml:mover accent="true">
<mml:mi>u</mml:mi>
<mml:mo>&#x2192;</mml:mo>
</mml:mover>
</mml:math>
</inline-formula>, <inline-formula>
<mml:math display="inline" id="im9">
<mml:mover accent="true">
<mml:mi>w</mml:mi>
<mml:mo>&#x2192;</mml:mo>
</mml:mover> </mml:math>
</inline-formula> are the total horizontal and vertical velocity components measured by the ADCP, respectively; <inline-formula>
<mml:math display="inline" id="im10">
<mml:mrow>
<mml:mo>&#xa0;</mml:mo>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula>
<mml:math display="inline" id="im11">
<mml:mrow>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>w</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:math>
</inline-formula> are the background horizontal and vertical velocity components, which are calculated by averaging the velocity data measured by the ADCP at 30 min before the ISW arrival; and the vertical motion of ADCP is corrected by <inline-formula>
<mml:math display="inline" id="im12">
<mml:mrow>
<mml:mover accent="true">
<mml:mrow>
<mml:msub>
<mml:mi>w</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="true">&#x2192;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:math>
</inline-formula>, which is calculated by <inline-formula>
<mml:math display="inline" id="im13">
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>t</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>t</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</inline-formula>. <inline-formula>
<mml:math display="inline" id="im14">
<mml:mrow>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula>
<mml:math display="inline" id="im15">
<mml:mrow>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> are the depths at the time <inline-formula>
<mml:math display="inline" id="im16">
<mml:mrow>
<mml:msub>
<mml:mi>t</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula>
<mml:math display="inline" id="im17">
<mml:mrow>
<mml:msub>
<mml:mi>t</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> measured by CTD attached to the ADCP.</p>
</sec>
</sec>
<sec id="s2_3">
<label>2.3</label>
<title>The Korteweg&#x2013;De Vries theory</title>
<p>The propagation process of ISWs can be described by the KdV equation. In continuous stratified fluids, the KdV equation can be written as follows (<xref ref-type="bibr" rid="B22">Pelinovsky et&#xa0;al., 2007</xref>):</p>
<disp-formula>
<label>(7)</label>
<mml:math display="block" id="M8">
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mo>&#x2202;</mml:mo>
<mml:msub>
<mml:mtext>&#x3b7;</mml:mtext>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2202;</mml:mo>
<mml:mtext>t</mml:mtext>
</mml:mrow>
</mml:mfrac>
<mml:mo>+</mml:mo>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mfrac>
<mml:mrow>
<mml:mo>&#x2202;</mml:mo>
<mml:msub>
<mml:mtext>&#x3b7;</mml:mtext>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2202;</mml:mo>
<mml:mtext>x</mml:mtext>
</mml:mrow>
</mml:mfrac>
<mml:mo>+</mml:mo>
<mml:msub>
<mml:mi>&#x3b1;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:msub>
<mml:mtext>&#x3b7;</mml:mtext>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mfrac>
<mml:mrow>
<mml:mo>&#x2202;</mml:mo>
<mml:msub>
<mml:mtext>&#x3b7;</mml:mtext>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2202;</mml:mo>
<mml:mtext>x</mml:mtext>
</mml:mrow>
</mml:mfrac>
<mml:mo>+</mml:mo>
<mml:msub>
<mml:mi>&#x3b2;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mfrac>
<mml:mrow>
<mml:msup>
<mml:mo>&#x2202;</mml:mo>
<mml:mn>3</mml:mn>
</mml:msup>
<mml:msub>
<mml:mtext>&#x3b7;</mml:mtext>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2202;</mml:mo>
<mml:msup>
<mml:mtext>x</mml:mtext>
<mml:mn>3</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfrac>
<mml:mo>=</mml:mo>
<mml:mn>0</mml:mn>
</mml:mrow>
</mml:math>
</disp-formula>
<p>where <inline-formula>
<mml:math display="inline" id="im18">
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula>
<mml:math display="inline" id="im19">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b1;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula>
<mml:math display="inline" id="im20">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b2;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> are the linear wave speed, nonlinear coefficient, and dispersion coefficient of mode n, respectively. Here,</p>
<disp-formula>
<label>(8)</label>
<mml:math display="block" id="M9">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b1;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mfrac>
<mml:mn>3</mml:mn>
<mml:mn>2</mml:mn>
</mml:mfrac>
<mml:msubsup>
<mml:mo>&#x222b;</mml:mo>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>H</mml:mi>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msubsup>
<mml:msup>
<mml:mrow>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>U</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mfrac>
<mml:mrow>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mn>3</mml:mn>
</mml:msup>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:msup>
<mml:mi>z</mml:mi>
<mml:mn>3</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfrac>
<mml:mi>d</mml:mi>
<mml:mi>z</mml:mi>
<mml:mo stretchy="false">/</mml:mo>
<mml:msubsup>
<mml:mo>&#x222b;</mml:mo>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>H</mml:mi>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msubsup>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>U</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:msup>
<mml:mi>z</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfrac>
<mml:mi>d</mml:mi>
<mml:mi>z</mml:mi>
</mml:mrow>
</mml:math>
</disp-formula>
<disp-formula>
<label>(9)</label>
<mml:math display="block" id="M10">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b2;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mfrac>
<mml:mn>1</mml:mn>
<mml:mn>2</mml:mn>
</mml:mfrac>
<mml:msubsup>
<mml:mo>&#x222b;</mml:mo>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>H</mml:mi>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msubsup>
<mml:msup>
<mml:mrow>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>U</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:msubsup>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
<mml:mn>2</mml:mn>
</mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>z</mml:mi>
<mml:mo stretchy="false">/</mml:mo>
<mml:msubsup>
<mml:mo>&#x222b;</mml:mo>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>H</mml:mi>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msubsup>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>U</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:msup>
<mml:mi>z</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfrac>
<mml:mi>d</mml:mi>
<mml:mi>z</mml:mi>
</mml:mrow>
</mml:math>
</disp-formula>
<p>where <inline-formula>
<mml:math display="inline" id="im21">
<mml:mrow>
<mml:mtext>U</mml:mtext>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mtext>z</mml:mtext>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> is the background shear current, which is calculated by averaging the velocity data measured by the ADCP at 30 min before the ISW arrival; <inline-formula>
<mml:math display="inline" id="im22">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the vertical structure of vertical displacement, which can be described as the Taylor&#x2013;Goldstein (T-G) equation (<xref ref-type="bibr" rid="B11">Holloway et&#xa0;al., 1997</xref>; <xref ref-type="bibr" rid="B9">Grimshaw et&#xa0;al., 2004</xref>):</p>
<disp-formula>
<label>(10)</label>
<mml:math display="block" id="M11">
<mml:mrow>
<mml:mfrac>
<mml:mtext>d</mml:mtext>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>z</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:mrow>
<mml:mo stretchy="false">[</mml:mo>
<mml:mrow>
<mml:msup>
<mml:mrow>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>U</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mfrac>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>z</mml:mi>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
<mml:mo stretchy="false">]</mml:mo>
</mml:mrow>
<mml:mo>+</mml:mo>
<mml:msup>
<mml:mi>N</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mn>0</mml:mn>
</mml:mrow>
</mml:math>
</disp-formula>
<disp-formula>
<label>(11)</label>
<mml:math display="block" id="M12">
<mml:mrow>
<mml:mi>&#x3a6;</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>H</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:mi>&#x3a6;</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mn>0</mml:mn>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:mn>0</mml:mn>
</mml:mrow>
</mml:math>
</disp-formula>
<p>where <inline-formula>
<mml:math display="inline" id="im23">
<mml:mrow>
<mml:msup>
<mml:mi>N</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mtext>z</mml:mtext>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mfrac>
<mml:mi>g</mml:mi>
<mml:mi>&#x3c1;</mml:mi>
</mml:mfrac>
<mml:mfrac>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>&#x3c1;</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>z</mml:mi>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</inline-formula> is the buoyancy frequency. Equations 8 and 9 can be solved by the matrix method (<xref ref-type="bibr" rid="B6">Chen et&#xa0;al., 2019</xref>).</p>
<p>Equation 5 has a single soliton solution in the form of the following:</p>
<disp-formula>
<label>(12)</label>
<mml:math display="block" id="M13">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>c</mml:mi>
<mml:msup>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x394;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
<p>where <inline-formula>
<mml:math display="inline" id="im24">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the amplitude, <inline-formula>
<mml:math display="inline" id="im25">
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the nonlinear phase speed, and <inline-formula>
<mml:math display="inline" id="im26">
<mml:mrow>
<mml:msub>
<mml:mi>&#x394;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the horizontal characteristic half width, i.e.,</p>
<disp-formula>
<label>(13)</label>
<mml:math display="block" id="M14">
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>+</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b1;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:msub>
<mml:mtext>&#x3b7;</mml:mtext>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mn>3</mml:mn>
</mml:mfrac>
</mml:mrow>
</mml:math>
</disp-formula>
<disp-formula>
<label>. (14)</label>
<mml:math display="block" id="M15">
<mml:mrow>
<mml:msub>
<mml:mi>&#x394;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:msqrt>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mn>12</mml:mn>
<mml:msub>
<mml:mi>&#x3b2;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b1;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:msub>
<mml:mtext>&#x3b7;</mml:mtext>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:msqrt>
</mml:mrow>
</mml:math>
</disp-formula>
<p>For a two-layer ocean, we have the following:</p>
<disp-formula>
<label>(14a)</label>
<mml:math display="block" id="M16">
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:msup>
<mml:mrow>
<mml:mrow>
<mml:mo stretchy="false">[</mml:mo>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mi>g</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>+</mml:mo>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
<mml:mo stretchy="false">]</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo stretchy="false">/</mml:mo>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</disp-formula>
<p>which is defined as the linear phase speed,</p>
<disp-formula>
<label>(14b)</label>
<mml:math display="block" id="M17">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b1;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mfrac>
<mml:mn>3</mml:mn>
<mml:mn>2</mml:mn>
</mml:mfrac>
<mml:mfrac>
<mml:mi>c</mml:mi>
<mml:mrow>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfrac>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:msubsup>
<mml:mi>h</mml:mi>
<mml:mn>1</mml:mn>
<mml:mn>2</mml:mn>
</mml:msubsup>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msubsup>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
<mml:mn>2</mml:mn>
</mml:msubsup>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>+</mml:mo>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</disp-formula>
<p>which is defined as the nonlinear coefficient, and</p>
<disp-formula>
<label>(14c)</label>
<mml:math display="block" id="M18">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b2;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mi>c</mml:mi>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
<mml:mn>6</mml:mn>
</mml:mfrac>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>+</mml:mo>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>+</mml:mo>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</disp-formula>
<p>which is a measure of dispersion. Here, <italic>h<sub>1</sub>
</italic> and <italic>h<sub>2</sub>
</italic> are the thicknesses of the upper and lower layers, respectively, and the water densities are <italic>&#x3c1;<sub>1</sub>
</italic> and <italic>&#x3c1;<sub>2</sub>
</italic>, which are uniform within the layer.</p>
<p>Thus, for a multi-solitary wave field, the vertical displacement <inline-formula>
<mml:math display="inline" id="im27">
<mml:mrow>
<mml:mi>&#x3b7;</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> can be written as follows:</p>
<disp-formula>
<label>(15)</label>
<mml:math display="block" id="M19">
<mml:mrow>
<mml:mi>&#x3b7;</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:mstyle displaystyle="true"><mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow><mml:mi>n</mml:mi></mml:mrow>
<mml:mrow><mml:mtext>&#xa0;</mml:mtext></mml:mrow>
</mml:munderover></mml:mstyle>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
<p>Because the amplitude of the ISW is <inline-formula>
<mml:math display="inline" id="im28">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula>
<mml:math display="inline" id="im29">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> should be normalized as <inline-formula>
<mml:math display="inline" id="im30">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mi>a</mml:mi>
<mml:mi>x</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<p>According to the relationship of the vertical displacement and the vertical velocity,</p>
<disp-formula>
<label>(16)</label>
<mml:math display="block" id="M20">
<mml:mrow>
<mml:mi>w</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>&#x3b7;</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</disp-formula>
<p>the vertical velocity <inline-formula>
<mml:math display="inline" id="im31">
<mml:mrow>
<mml:mi>w</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> can be written in the form of the following:</p>
<disp-formula>
<label>(17)</label>
<mml:math display="block" id="M21">
<mml:mrow>
<mml:mi>w</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:mstyle displaystyle="true"><mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow><mml:mi>n</mml:mi></mml:mrow>
<mml:mrow><mml:mtext>&#xa0;</mml:mtext></mml:mrow>
</mml:munderover></mml:mstyle>
<mml:msub>
<mml:mi>w</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:msub>
<mml:mi>W</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
<p>Here, the vertical structure of the vertical velocity <inline-formula>
<mml:math display="inline" id="im32">
<mml:mrow>
<mml:msub>
<mml:mi>W</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, and <inline-formula>
<mml:math display="inline" id="im33">
<mml:mrow>
<mml:msub>
<mml:mi>w</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> can be written as follows:</p>
<disp-formula>
<label>(18)</label>
<mml:math display="block" id="M22">
<mml:mrow>
<mml:msub>
<mml:mi>w</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x394;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
<mml:mi>s</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>c</mml:mi>
<mml:msup>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x394;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mtext>tanh</mml:mtext>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x394;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
<p>For the horizontal velocity <inline-formula>
<mml:math display="inline" id="im34">
<mml:mrow>
<mml:mi>u</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, horizontal and vertical components can be treated individually in the form of the following:</p>
<disp-formula>
<label>(19)</label>
<mml:math display="block" id="M23">
<mml:mrow>
<mml:mi>u</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:mstyle displaystyle="true"><mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow><mml:mi>n</mml:mi></mml:mrow>
<mml:mrow><mml:mtext>&#xa0;</mml:mtext></mml:mrow>
</mml:munderover></mml:mstyle>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:msub>
<mml:mi>U</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
<p>where <inline-formula>
<mml:math display="inline" id="im35">
<mml:mrow>
<mml:mi>U</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> is the vertical structure of the horizontal velocity.</p>
<p>In the (x-z) two-dimensional model, the continuity equation can be written as follows:</p>
<disp-formula>
<label>(20)</label>
<mml:math display="block" id="M24">
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mo>&#x2202;</mml:mo>
<mml:mi>u</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2202;</mml:mo>
<mml:mtext>x</mml:mtext>
</mml:mrow>
</mml:mfrac>
<mml:mo>=</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mo>&#x2202;</mml:mo>
<mml:mi>w</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2202;</mml:mo>
<mml:mi>z</mml:mi>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</disp-formula>
<p>Then, according to Eqs. 15 and 16, <inline-formula>
<mml:math display="inline" id="im36">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mtext>z</mml:mtext>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> can be written as follows:</p>
<disp-formula>
<label>(21)</label>
<mml:math display="block" id="M25">
<mml:mrow>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>c</mml:mi>
<mml:msup>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x394;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>z</mml:mi>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</disp-formula>
<p>When taking <inline-formula>
<mml:math display="inline" id="im37">
<mml:mrow>
<mml:mi>z</mml:mi>
<mml:mo>=</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>H</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, due to the influence of the bottom boundary, both vertical displacement and vertical velocity are zero; and the horizontal bottom current can be calculated as follows:</p>
<disp-formula>
<label>(22)</label>
<mml:math display="block" id="M26">
<mml:mrow>
<mml:msub>
<mml:mi>V</mml:mi>
<mml:mi>b</mml:mi>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>c</mml:mi>
<mml:msup>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x394;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>z</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:msub>
<mml:mo>|</mml:mo>
<mml:mrow>
<mml:mi>Z</mml:mi>
<mml:mo>=</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>H</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</disp-formula>
<p>When <inline-formula>
<mml:math display="inline" id="im38">
<mml:mrow>
<mml:mi>s</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>c</mml:mi>
<mml:msup>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x394;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, i.e., the trough or peak of the ISW appears, the bottom current induced by the ISW reaches the maximum. Then, the maximum bottom current can be expressed as follows:</p>
<disp-formula>
<label>(23)</label>
<mml:math display="block" id="M27">
<mml:mrow>
<mml:msub>
<mml:mi>V</mml:mi>
<mml:mrow>
<mml:mi>b</mml:mi>
<mml:mo>,</mml:mo>
<mml:mo>&#xa0;</mml:mo>
<mml:mi>m</mml:mi>
<mml:mi>a</mml:mi>
<mml:mi>x</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mi>k</mml:mi>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</disp-formula>
<p>where <inline-formula>
<mml:math display="inline" id="im39">
<mml:mrow>
<mml:mi>k</mml:mi>
<mml:mo>=</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:msub>
<mml:mi>&#x3a6;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>z</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:msub>
<mml:mo>|</mml:mo>
<mml:mrow>
<mml:mi>Z</mml:mi>
<mml:mo>=</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>H</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
</sec>
</sec>
<sec id="s3" sec-type="results">
<label>3</label>
<title>Results and discussion</title>
<sec id="s3_1">
<label>3.1</label>
<title>Bottom current induced by internal tides</title>
<p>To identify periodic motions in the bottom current, the spectral analysis is applied for the extracted barotropic and baroclinic currents from observation data according to Eq. 1. <xref ref-type="fig" rid="f2">
<bold>Figure&#xa0;2A</bold>
</xref> shows the vertical distribution of the power spectral density derived from mooring-measured current velocity data. One can see that diurnal internal tides O1 and K1 and semidiurnal internal tides M2 and S2 are the dominant constituents for the whole water profile. The energy of the near-inertial waves is comparable to that of the internal tides in the upper ocean. For the bottom current, the energy density of the baroclinic component (red line in <xref ref-type="fig" rid="f2">
<bold>Figure&#xa0;2B</bold>
</xref>) is much higher than that of the barotropic component (blue line). Meanwhile, the diurnal internal tide and semidiurnal internal tide are the main components of the bottom currents, consistent with the results shown in <xref ref-type="fig" rid="f2">
<bold>Figure&#xa0;2A</bold>
</xref>. To further confirm this point, we extract the diurnal internal tide and semidiurnal internal tide by a band-pass filter and compare them with observed bottom currents. <xref ref-type="fig" rid="f3">
<bold>Figure&#xa0;3</bold>
</xref> shows the results of January 2021. One can see that the variety of bottom currents induced by the internal tides is in good agreement with the ADCP-measured current. However, fluctuations of the bottom current caused by the barotropic tide are remarkably smaller than that of the ADCP-measured current, implying that baroclinic currents caused by diurnal and semidiurnal internal tides are the dominant constituents of the bottom current rather than the barotropic tide.</p>
<fig id="f2" position="float">
<label>Figure&#xa0;2</label>
<caption>
<p>
<bold>(A)</bold> Vertical distribution of the power spectral density of the zonal baroclinic current (f: inertial frequency of 0.713 cpd; O<sub>1</sub>: 0.9295 cpd; K<sub>1</sub>: 1.0027 cpd; M<sub>2</sub>: 1.9323 cpd; S<sub>2</sub>: 2 cpd). <bold>(B)</bold> Power density spectra of the zonal bottom current. PSD, power spectral density.</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g002.tif"/>
</fig>
<fig id="f3" position="float">
<label>Figure&#xa0;3</label>
<caption>
<p>Time series of the bottom current. <bold>(A&#x2013;C)</bold> Zonal and meridional velocities and velocity amplitude. Gray, blue, and red lines represent the measured velocity, the velocity induced by diurnal and semidiurnal internal tides and barotropic tide, respectively. u, zonal velocity; v, meridional velocity; Mag, velocity amplitude.</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g003.tif"/>
</fig>
<p>
<xref ref-type="fig" rid="f4">
<bold>Figure&#xa0;4</bold>
</xref> shows the monthly distribution of the maximum and average bottom currents induced by internal tides from August 2020 to August 2021. One can see that bottom currents induced by internal tides flow northwestward in winter and southeastward in summer as shown in <xref ref-type="fig" rid="f4">
<bold>Figure&#xa0;4A</bold>
</xref>. <xref ref-type="fig" rid="f4"><bold>Figure 4B</bold></xref> shows the maximum and average absolute values of bottom currents induced by internal tides peaked in January 2021 with a maximum value of about 50 cm/s and an average value of 16 cm/s.</p>
<fig id="f4" position="float">
<label>Figure&#xa0;4</label>
<caption>
<p>Monthly distribution of the maximum and average bottom currents induced by internal tides. <bold>(A)</bold> Maximum horizontal bottom current vectors. <bold>(B)</bold> Maximum and average absolute values of bottom currents.</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g004.tif"/>
</fig>
<p>
<xref ref-type="fig" rid="f5">
<bold>Figure&#xa0;5A</bold>
</xref> shows the horizontal kinetic energy proportion of the internal tide current to the total bottom current. One can see that in the total horizontal kinetic energy of the bottom current, that of the internal tide accounts for more than 52% on average, of which the proportion is highest in January, reaching 76%, and the lowest is 39% in July 2020. The diurnal internal tide is the dominant component with an average proportion of 81%. On the other hand, <xref ref-type="fig" rid="f5">
<bold>Figure&#xa0;5B</bold>
</xref> shows that when the internal tides are strongest in January, the proportion of the semidiurnal internal tide also peaks, indicating that the semidiurnal internal tide plays a positive role in strengthening the internal tides in winter. The monthly distribution of coherent and incoherent component proportions in the internal tides is shown as green and gray bars in <xref ref-type="fig" rid="f5">
<bold>Figures&#xa0;5B, C</bold>
</xref>. One can see that the coherent internal tide dominates with an average proportion of 63%, while the incoherent internal tide accounts for 37%. The average coherent and incoherent components of the diurnal and semidiurnal internal tides are 66%, 53% and 34%, 47%, respectively. In winter, the incoherent component of the diurnal internal tides significantly intensifies, reaching a peak of a proportion of 60% in January. In contrast, the incoherent semidiurnal tide gradually weakens, and a trough of a proportion of 26% occurs in January. In the semidiurnal internal tide, the incoherent component accounts for 47%, indicating that nearly half of semidiurnal internal tides is transmitted from other sea areas. Previous studies have shown that nonlinear steepening during the westward propagation of the semidiurnal internal tide in the Luzon Strait is one of the main mechanisms for the generation of ISWs in the SCS (<xref ref-type="bibr" rid="B33">Zhao, 2014</xref>). Compared to other seasons, the incoherent component of the semidiurnal internal tide in winter is the lowest, corresponding to the lowest occurrence frequency of ISWs in winter. These results provide evidence for the link of generation of ISWs in the SCS with the semidiurnal internal tide.</p>
<fig id="f5" position="float">
<label>Figure&#xa0;5</label>
<caption>
<p>Monthly distributions of bottom current horizontal kinetic energy proportion. <bold>(A)</bold> The proportion of the horizontal kinetic energy induced by internal tides in the total horizontal kinetic energy. <bold>(B)</bold> Diurnal, semidiurnal, coherent, and incoherent internal tide horizontal kinetic energy proportions in the total internal tide horizontal kinetic energy. <bold>(C)</bold> Coherent and incoherent component proportions in the diurnal internal tide and semidiurnal internal tide currents.</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g005.tif"/>
</fig>
</sec>
<sec id="s3_2">
<label>3.2</label>
<title>Bottom current induced by internal solitary waves</title>
<p>As shown in <xref ref-type="fig" rid="f3">
<bold>Figures&#xa0;3</bold>
</xref>, <xref ref-type="fig" rid="f6">
<bold>6A</bold>
</xref>, besides the internal tides, there are many abrupt maxima-like spikes in the bottom current time series. Taking the spike in the red dotted box in <xref ref-type="fig" rid="f6">
<bold>Figure&#xa0;6A</bold>
</xref> as an example, <xref ref-type="fig" rid="f6">
<bold>Figures&#xa0;6B&#x2013;E</bold>
</xref> show the vertical profile characteristics of the temperature and the current velocities. One can see that the isotherms present as a single concave wave with a maximum amplitude of 110 m. The vertical distribution patterns of the zonal and the meridional velocities appear as a distinct two-layer structure with a demarcation depth of 150 m. In the layer above 150 m, the horizontal velocity is northwestward. On the contrary, in the lower layer, it is southeastward. Vertically, there are strong downward and upward currents before and after the passage of the single concave wave, respectively. These characteristics indicate that this is a typical mode-1 ISW (<xref ref-type="bibr" rid="B6">Chen et&#xa0;al., 2019</xref>). When the ISW occurs, the bottom velocity suddenly increases from 20 to 80 cm/s as shown in <xref ref-type="fig" rid="f6">
<bold>Figure&#xa0;6F</bold>
</xref>.</p>
<fig id="f6" position="float">
<label>Figure&#xa0;6</label>
<caption>
<p>Bottom current induced by ISW observed on 12 April 2020. <bold>(A)</bold> Time series of bottom current from 7 to 17 April 2020. Panels <bold>(B&#x2013;F)</bold> represent the temperature, zonal velocity, meridional velocity, vertical velocity, and the bottom current signals of the ISW in the red dashed box of panel <bold>A</bold>, respectively.  IT, Internal tide; u, zonal velocity; v, meridional velocity; w, vertical velocity.</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g006.tif"/>
</fig>
<p>
<xref ref-type="fig" rid="f7">
<bold>Figure&#xa0;7A</bold>
</xref> shows the monthly distribution of the ISW occurrence. One can see that the occurrence frequency is high in summer, low in winter, followed by spring and autumn, which is consistent with the findings of <xref ref-type="bibr" rid="B6">Chen et&#xa0;al. (2019)</xref> and <xref ref-type="bibr" rid="B36">Zheng et&#xa0;al. (2007)</xref>. The occurrence frequency of bottom current exceeding 30 cm/s induced by ISWs accounts for 40% and that exceeding 50 cm/s for 9%. There are eight ISWs inducing extreme bottom currents exceeding 80 cm/s. <xref ref-type="fig" rid="f8">
<bold>Figure&#xa0;8B</bold>
</xref> shows the monthly distribution of the maximum velocity value (blue line) and the mean maximum value (mean value of the maximum velocities) (red line) induced by ISWs. As shown in <xref ref-type="fig" rid="f7"><bold>Figure 7B</bold></xref>, the strongest bottom current as large as 93 cm/s (down to 1 m above the seafloor) appears in November and exceeds 50 cm/s in all other months. The mean maximum value is about 30 cm/s, and the maximum value appears in January, which may result from that the pycnocline depth is deeper in winter.</p>
<fig id="f7" position="float">
<label>Figure&#xa0;7</label>
<caption>
<p>
<bold>(A)</bold> Monthly distribution of the ISW occurrence. The histogram heights represent the occurrence counts of all ISWs (red), ISWs with bottom current exceeding 30 cm/s (blue), and ISWs with bottom current exceeding 50 cm/s (green). <bold>(B)</bold> The maximum velocity (blue line) and the mean maximum velocity (red line) induced by ISWs.</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g007.tif"/>
</fig>
<fig id="f8" position="float">
<label>Figure&#xa0;8</label>
<caption>
<p>
<bold>(A)</bold> Ideal vertical profiles of the density and <bold>(B)</bold> buoyancy frequency and calculated variations of the bottom current generated by an ISW with an amplitude of 100 m vs. the <bold>(C)</bold> depth, <bold>(D)</bold> thickness, and <bold>(E)</bold> intensity of the density pycnocline.</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g008.tif"/>
</fig>
<p>To clarify the effects of ocean stratification on the bottom current induced by ISWs, we calculate the bottom current under different stratifications through the KdV theory described in section 2.3. The density stratification profile can be approximately described by hyperbolic tangent function according to the mooring data (<xref ref-type="bibr" rid="B27">Wang, 2006</xref>):</p>
<disp-formula>
<label>(24)</label>
<mml:math display="block" id="M28">
<mml:mrow>
<mml:mi>&#x3c1;</mml:mi>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mtext>&#xa0;</mml:mtext>
<mml:mi>e</mml:mi>
<mml:mi>x</mml:mi>
<mml:mi>p</mml:mi>
<mml:mrow>
<mml:mo>{</mml:mo>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mi>&#x394;</mml:mi>
<mml:mi>&#x3c1;</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfrac>
<mml:mi>t</mml:mi>
<mml:mi>a</mml:mi>
<mml:mi>n</mml:mi>
<mml:mi>h</mml:mi>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>2</mml:mn>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>z</mml:mi>
<mml:mo>+</mml:mo>
<mml:mi>d</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mi>&#x3b4;</mml:mi>
</mml:mfrac>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mo>}</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
<p>where <inline-formula>
<mml:math display="inline" id="im40">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the sea surface water density, <inline-formula>
<mml:math display="inline" id="im41">
<mml:mrow>
<mml:mi>&#x394;</mml:mi>
<mml:mi>&#x3c1;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the density difference between the upper and lower bounds of the pycnocline, <inline-formula>
<mml:math display="inline" id="im42">
<mml:mi>d</mml:mi>
</mml:math>
</inline-formula> is the pycnocline depth, and <inline-formula>
<mml:math display="inline" id="im43">
<mml:mi>&#x3b4;</mml:mi>
</mml:math>
</inline-formula> is the pycnocline thickness. The corresponding buoyancy frequency is given by the following:</p>
<disp-formula>
<label>(25)</label>
<mml:math display="block" id="M29">
<mml:mrow>
<mml:msup>
<mml:mi>N</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mtext>&#xa0;</mml:mtext>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mi>z</mml:mi>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>=</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mfrac>
<mml:mi>g</mml:mi>
<mml:mi>&#x3c1;</mml:mi>
</mml:mfrac>
<mml:mfrac>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>&#x3c1;</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>z</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:mo>=</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mi>g</mml:mi>
<mml:mi>&#x394;</mml:mi>
<mml:mi>&#x3c1;</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>&#x3b4;</mml:mi>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfrac>
<mml:mi>s</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>c</mml:mi>
<mml:msup>
<mml:mi>h</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mi>z</mml:mi>
<mml:mo>+</mml:mo>
<mml:mi>d</mml:mi>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mi>&#x3b4;</mml:mi>
</mml:mfrac>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
<p>One can see that three parameters, <inline-formula>
<mml:math display="inline" id="im44">
<mml:mrow>
<mml:mi>&#x394;</mml:mi>
<mml:mi>&#x3c1;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, d, and <inline-formula>
<mml:math display="inline" id="im45">
<mml:mrow>
<mml:mi>&#x3b4;</mml:mi>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula> determine the density stratification profile as shown in <xref ref-type="fig" rid="f8">
<bold>Figures&#xa0;8A, B</bold>
</xref>. We calculate bottom currents induced by ISWs with an amplitude of 100 m that varies with the depth, thickness, and intensity of the pycnocline by the variable method. The results are shown in <xref ref-type="fig" rid="f8">
<bold>Figures&#xa0;8C&#x2013;E</bold>
</xref>. One can see that as the pycnocline depth becomes deeper, the pycnocline becomes thicker, the pycnocline intensity increases, and the bottom current strengthens, implying that a deeper, thicker, and stronger pycnocline is a favorable condition for the generation of a stronger bottom current induced by ISWs. In winter, the pycnocline is deeper and thicker, so that the bottom current induced by ISWs becomes stronger.</p>
<p>According to the KdV theory, we calculate bottom currents induced by the ISWs in the northern SCS based on the monthly stratification data of the World Ocean Atlas (WOA). <xref ref-type="fig" rid="f9">
<bold>Figure&#xa0;9</bold>
</xref> shows the distribution of bottom currents induced by ISWs with an amplitude of 100 m in the northern SCS. One can see that on the northern SCS continental slope, the ISW-induced bottom current is strongest in January (<xref ref-type="fig" rid="f9">
<bold>Figure&#xa0;9A</bold>
</xref>), followed by July (<xref ref-type="fig" rid="f9">
<bold>Figure&#xa0;9C</bold>
</xref>) and October (<xref ref-type="fig" rid="f9">
<bold>Figure&#xa0;9D</bold>
</xref>), and weakest in April (<xref ref-type="fig" rid="f9">
<bold>Figure&#xa0;9B</bold>
</xref>). This is consistent with the results calculated from the measured data, further illustrating that a deeper and thicker pycnocline is more likely to generate stronger bottom currents induced by ISWs in winter. In addition, the water depth is also an important factor affecting the intensity of bottom currents induced by ISWs. As shown in <xref ref-type="fig" rid="f9">
<bold>Figure&#xa0;9</bold>
</xref>, on the shallow continental slope, bottom currents are strong and gradually weaken as the depth becomes deeper.</p>
<fig id="f9" position="float">
<label>Figure&#xa0;9</label>
<caption>
<p>Distributions of bottom currents induced by the ISWs with the amplitude of 100 m in the northern SCS calculated from the WOA data. <bold>(A)</bold> January, <bold>(B)</bold> April, <bold>(C)</bold> July, and <bold>(D)</bold> October.</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g009.tif"/>
</fig>
<p>To further confirm the intrinsic links of the bottom current to the ISWs, we plot the relation of the bottom current velocity vs. the ISW amplitude using mooring-observed data. The result is shown in <xref ref-type="fig" rid="f10">
<bold>Figure&#xa0;10</bold>
</xref>, in which the theoretical curve is derived from the ISW current velocity solution of the KdV equation, Eq. 23, i.e.,</p>
<fig id="f10" position="float">
<label>Figure&#xa0;10</label>
<caption>
<p>ISW-induced bottom current versus ISW amplitude. Gray dots are the mooring-observed data. The black line represents the KdV equation solution. Blue dots with standard deviation bars are the segment average values of the gray dots in a 10-m spacing of the amplitude from 10 to 130 m.</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g010.tif"/>
</fig>
<disp-formula>
<label>(26)</label>
<mml:math display="block" id="M30">
<mml:mrow>
<mml:msub>
<mml:mi>V</mml:mi>
<mml:mrow>
<mml:mi>b</mml:mi>
<mml:mo>,</mml:mo>
<mml:mo>&#xa0;</mml:mo>
<mml:mi>m</mml:mi>
<mml:mi>a</mml:mi>
<mml:mi>x</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mi>k</mml:mi>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>&#xb7;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msubsup>
<mml:mi>&#x3b7;</mml:mi>
<mml:mn>0</mml:mn>
<mml:mn>2</mml:mn>
</mml:msubsup>
<mml:mo>+</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>+</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>3</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</disp-formula>
<p>where <inline-formula>
<mml:math display="inline" id="im46">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mi>o</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the ISW amplitude, <inline-formula>
<mml:math display="inline" id="im47">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mi>k</mml:mi>
<mml:mrow>
<mml:mo>|</mml:mo>
<mml:mi>&#x3b1;</mml:mi>
<mml:mo>|</mml:mo>
</mml:mrow>
<mml:mo stretchy="false">/</mml:mo>
<mml:mn>3</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula>
<mml:math display="inline" id="im48">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mi>k</mml:mi>
<mml:mi>c</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, and parameters c, <inline-formula>
<mml:math display="inline" id="im49">
<mml:mrow>
<mml:mi>&#x3b1;</mml:mi>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula>
<mml:math display="inline" id="im50">
<mml:mi>&#x3b2;</mml:mi>
</mml:math>
</inline-formula> are determined by Eqs. 14a&#x2013;c using mooring data. The values of the parameters are listed in <xref ref-type="table" rid="T1">
<bold>Table&#xa0;1</bold>
</xref>. One can see that the ISW current velocity solution of the KdV equation fits the mooring data very well with <inline-formula>
<mml:math display="inline" id="im56">
<mml:mrow>
<mml:msup>
<mml:mi>R</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mo>=</mml:mo>
<mml:mn>0.9915</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, implying intrinsic links of the observed bottom current to the ISW amplitude. Particularly, when <inline-formula>
<mml:math display="inline" id="im57">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b7;</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mn>0</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, the ISW disappears, <inline-formula>
<mml:math display="inline" id="im58">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>3</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> equals 0.077 <inline-formula>
<mml:math display="inline" id="im59">
<mml:mrow>
<mml:mtext>m</mml:mtext>
<mml:mo stretchy="false">/</mml:mo>
<mml:mtext>s</mml:mtext>
</mml:mrow>
</mml:math>
</inline-formula>, which is defined as the background bottom current in this study.</p>
<table-wrap id="T1" position="float">
<label>Table&#xa0;1</label>
<caption>
<p>Parameters in Eq. 26.</p>
</caption>
<table frame="hsides">
<thead>
<tr>
<th valign="top" align="center">
<inline-formula>
<mml:math display="inline" id="im51">
<mml:mrow>
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<tbody>
<tr>
<td valign="top" align="center">1.21</td>
<td valign="top" align="center">-1.49 &#xd7; 10<sup>-2</sup>
</td>
<td valign="top" align="center">4.12 &#xd7; 10<sup>3</sup>
</td>
<td valign="top" align="center">3.60 &#xd7; 10<sup>-3</sup>
</td>
<td valign="top" align="center">0.077</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec id="s3_3">
<label>3.3</label>
<title>Seasonal variation of background bottom current</title>
<p>With the above method, we analyze the monthly ISW observation data as shown in <xref ref-type="fig" rid="f11">
<bold>Figure&#xa0;11</bold>
</xref>. From the fitting curves, monthly mean background bottom currents are obtained as shown as orange histogram in <xref ref-type="fig" rid="f12">
<bold>Figure&#xa0;12</bold>
</xref>. One can see that the taller background bottom current bars are distributed from December to April of the following year with a maximum value of 0.13 m/s in February and that the shorter bars are distributed from June to November with a minimum value of 0.03 m/s in October.</p>
<fig id="f11" position="float">
<label>Figure&#xa0;11</label>
<caption>
<p>Monthly distribution of ISW-induced bottom current versus ISW amplitude <bold>(A&#x2013;L)</bold>. Gray dots are the mooring-observed data. Black lines represent the KdV equation solutions.</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g011.tif"/>
</fig>
<fig id="f12" position="float">
<label>Figure&#xa0;12</label>
<caption>
<p>Comparisons of monthly background bottom currents with mean wind frequency (wind speed higher than 10 m/s) and sea state frequency (wave height higher than 2 m).</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g012.tif"/>
</fig>
<p>To explore the response of monthly background bottom currents to the sea surface processes, the histograms of the mean frequency of high wind conditions and high sea state conditions (<xref ref-type="bibr" rid="B36">Zheng et&#xa0;al., 2007</xref>) are shown in <xref ref-type="fig" rid="f12">
<bold>Figure&#xa0;12</bold>
</xref>. The correlation coefficients of the monthly background bottom currents with high wind condition and high sea state condition are 0.1402 and 0.2157, respectively, indicating that the seasonal variation of background bottom currents has no direct relationship with the sea surface processes.</p>
<p>On the other hand, previous investigations have revealed that the SCS is featured by active mesoscale eddies (<xref ref-type="bibr" rid="B35">Zheng, 2017</xref>). <xref ref-type="bibr" rid="B32">Zhang et&#xa0;al. (2022)</xref> further divided mesoscale eddies on the northern SCS shelf into four types: along-the-isobath type, intrusion-of-continental-shelf type, local wandering type, and shelf-internal-generation type, with a seasonal resolution. Thus, it is important to clarify the response of background bottom current to the behavior of concurrent mesoscale eddies. For this purpose, seasonal mean background bottom currents are calculated by the above method. As shown in <xref ref-type="fig" rid="f13">
<bold>Figure&#xa0;13A</bold>
</xref>, the background bottom current has obvious seasonal variations: strongest in winter, followed by spring, and weak in summer and autumn. Mesoscale eddy data are cited from <xref ref-type="bibr" rid="B32">Zhang et&#xa0;al. (2022)</xref>.</p>
<fig id="f13" position="float">
<label>Figure&#xa0;13</label>
<caption>
<p>
<bold>(A)</bold> Seasonal distribution (<bold>A1&#x2013;A4</bold>) of ISW-induced bottom current versus ISW amplitude. Gray dots are the mooring-observed data. Black lines represent the KdV equation solutions. <bold>(B)</bold> Statistical histograms of seasonal variations of background bottom current velocity with the numbers of (<bold>B1</bold>) total mesoscale eddies, (<bold>B2</bold>) along-the-isobath-type mesoscale eddies, (<bold>B3</bold>) intrusion-of-continental-shelf-type mesoscale eddies, (<bold>B4</bold>) local wandering-type mesoscale eddies, and (<bold>B5</bold>) shelf-internal-generation-type mesoscale eddies.</p>
</caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmars-10-1164790-g013.tif"/>
</fig>
<p>
<xref ref-type="fig" rid="f13">
<bold>Figure&#xa0;13B</bold>
</xref> shows comparisons of seasonal variation histograms of background bottom current velocity to numbers of concurrent mesoscale eddies. The correlation coefficients are listed in <xref ref-type="table" rid="T2">
<bold>Table&#xa0;2</bold>
</xref>. One can see that there is the highest positive correlation between the background bottom current and the total number of anticyclonic mesoscale eddies with a correlation coefficient of 0.9721. The correlation coefficients with four types of mesoscale eddies defined by <xref ref-type="bibr" rid="B32">Zhang et&#xa0;al. (2022)</xref> vary from -0.024 to 0.8745 with 75% higher than 0.76. These results indicate that the seasonal variation of background bottom currents on the northern SCS continental slope is closely linked with the behavior of mesoscale eddies. This phenomenon is worth pursuing in future efforts.</p>
<table-wrap id="T2" position="float">
<label>Table&#xa0;2</label>
<caption>
<p>Correlation coefficients of background bottom current (a3) to the number of mesoscale eddies.</p>
</caption>
<table frame="hsides">
<thead>
<tr>
<th valign="top" align="center">Mesoscale eddy polarity</th>
<th valign="bottom" align="center">Anticyclonic</th>
<th valign="bottom" align="center">Cyclonic</th>
</tr>
</thead>
<tbody>
<tr>
<td valign="bottom" align="center">Total mesoscale eddies</td>
<td valign="bottom" align="center">0.9721</td>
<td valign="bottom" align="center">-0.6926</td>
</tr>
<tr>
<td valign="bottom" align="center">Along-the-isobath type</td>
<td valign="bottom" align="center">0.8745</td>
<td valign="bottom" align="center">-0.024</td>
</tr>
<tr>
<td valign="bottom" align="center">Intrusion-of-continental-shelf type</td>
<td valign="bottom" align="center">-0.364</td>
<td valign="bottom" align="center">-0.8104</td>
</tr>
<tr>
<td valign="bottom" align="center">Local wandering type</td>
<td valign="bottom" align="center">-0.8104</td>
<td valign="bottom" align="center">-0.7962</td>
</tr>
<tr>
<td valign="bottom" align="center">Shelf-internal-generation type</td>
<td valign="bottom" align="center">-0.7672</td>
<td valign="bottom" align="center">-0.8543</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
</sec>
<sec id="s4" sec-type="conclusions">
<label>4</label>
<title>Conclusions</title>
<p>A mooring was deployed on the northern SCS continental shelf to measure the current velocity, temperature, and salinity from 1 April 2020 to 6 November 2021. The mooring system was innovatively designed to focus on the measurement of the bottom current velocity from 0.5 to 5 m above the seafloor. The mooring data are used to figure out the dynamic mechanisms for occurrence of the strong bottom currents. The major findings are summarized as follows.</p>
<p>The statistical analysis results of mooring-observed current velocity data reveal that bottom currents in the study area are characterized by occurrence year-round with the seasonal variation and the velocity amplitudes up to <italic>O</italic>(50&#x2013;90) cm/s, which are of the same order of the SCS western boundary current velocity (<xref ref-type="bibr" rid="B10">He, 2019</xref>). The spectral analysis results indicate that the currents induced by the internal tides and the ISWs comprise the dominant constituents of bottom currents.</p>
<p>The amplitude of the internal tide-induced bottom current constituent reaches 50 cm/s. In the total horizontal kinetic energy of the bottom current, the internal tides account for 52% on average and up to the highest 76% in January. The diurnal internal tide is the dominant component with an average proportion of 81%, and the semidiurnal internal tide occupies a proportion of 19%. The coherent internal tide dominates with an average proportion of 63%, while the incoherent internal tide accounts for 37%. In the semidiurnal internal tide, the incoherent component accounts for 47%, indicating that nearly half of semidiurnal internal tides is transmitted from other sea areas.</p>
<p>The bottom current component induced by the ISWs appears in the form of pulsating currents with the seasonal variation. The maximum current velocity amplitude up to 93 cm/s appears in November and exceeds 50 cm/s in all other months. The strength of the bottom current induced by ISWs has intrinsic links with the ISW amplitude, following the soliton propagation speed solution of the KdV equation. The bottom currents induced by the ISWs in the northern SCS calculated from the monthly stratification data of the WOA show that the strongest currents are distributed on the continental slope in winter.</p>
<p>Monthly and seasonal variations of background bottom currents are derived from the observation data of the ISW amplitudes. They are strongest in winter, followed by spring, and weak in summer and autumn. The results of the correlation analysis show that the seasonal variations of background bottom currents on the northern SCS continental shelf are closely correlated with the behavior of mesoscale eddies. This phenomenon is worth pursuing in future efforts.</p>
</sec>
<sec id="s5" sec-type="data-availability">
<title>Data availability statement</title>
<p>The raw data supporting the conclusions of this article will be made available by the authors, without undue reservation.</p>
</sec>
<sec id="s6" sec-type="author-contributions">
<title>Author contributions</title>
<p>LC performed the experiment, data analyses and wrote the manuscript; XX contributed to the conception of the experiment; QZ contributed to the conception of the study; LR helped perform the analysis with constructive discussions; YW helped perform the experiment and analysis; QG helped perform the experiment and analysis. All authors contributed to the article and approved the submitted version.</p>
</sec>
</body>
<back>
<ack>
<title>Acknowledgments</title>
<p>This work was supported by the National Science and Technology Major Project (2016ZX05057015). WOA data are downloaded from <ext-link ext-link-type="uri" xlink:href="https://www.nodc.noaa.gov/cgi-bin/OC5/woa13/woa13.pl">https://www.nodc.noaa.gov/cgi-bin/OC5/woa13/woa13.pl</ext-link>.</p>
</ack>
<sec id="s7" sec-type="COI-statement">
<title>Conflict of interest</title>
<p>The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.</p>
</sec>
<sec id="s8" sec-type="disclaimer">
<title>Publisher&#x2019;s note</title>
<p>All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.</p>
</sec>
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