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<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Earth Sci.</journal-id>
<journal-title>Frontiers in Earth Science</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Earth Sci.</abbrev-journal-title>
<issn pub-type="epub">2296-6463</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
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<article-id pub-id-type="publisher-id">1594817</article-id>
<article-id pub-id-type="doi">10.3389/feart.2025.1594817</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Earth Science</subject>
<subj-group>
<subject>Original Research</subject>
</subj-group>
</subj-group>
</article-categories>
<title-group>
<article-title>Geomorphologic feature and its tectonic significance in the middle and upper reaches of Yunnan section of the Lancang River Basin</article-title>
<alt-title alt-title-type="left-running-head">Li et al.</alt-title>
<alt-title alt-title-type="right-running-head">
<ext-link ext-link-type="uri" xlink:href="https://doi.org/10.3389/feart.2025.1594817">10.3389/feart.2025.1594817</ext-link>
</alt-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname>Li</surname>
<given-names>Sheng</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/2973865/overview"/>
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</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Qing</surname>
<given-names>Yuanhua</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<xref ref-type="corresp" rid="c001">&#x2a;</xref>
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<contrib contrib-type="author">
<name>
<surname>Li</surname>
<given-names>Na</given-names>
</name>
<xref ref-type="aff" rid="aff3">
<sup>3</sup>
</xref>
<role content-type="https://credit.niso.org/contributor-roles/data-curation/"/>
<role content-type="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/"/>
<role content-type="https://credit.niso.org/contributor-roles/methodology/"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Lu</surname>
<given-names>Nannan</given-names>
</name>
<xref ref-type="aff" rid="aff4">
<sup>4</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/1790304/overview"/>
<role content-type="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/"/>
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</contrib>
<contrib contrib-type="author">
<name>
<surname>Yang</surname>
<given-names>Shuang</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<role content-type="https://credit.niso.org/contributor-roles/methodology/"/>
<role content-type="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Xu</surname>
<given-names>Yufan</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<role content-type="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/"/>
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</contrib>
<contrib contrib-type="author">
<name>
<surname>Liu</surname>
<given-names>Jingnan</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<role content-type="https://credit.niso.org/contributor-roles/formal-analysis/"/>
<role content-type="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Liu</surname>
<given-names>Ruotong</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<role content-type="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/"/>
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</contrib>
<contrib contrib-type="author">
<name>
<surname>He</surname>
<given-names>Hao</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
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<aff id="aff1">
<sup>1</sup>
<institution>Yunnan Earthquake Agency</institution>, <addr-line>Kunming</addr-line>, <country>China</country>
</aff>
<aff id="aff2">
<sup>2</sup>
<institution>Centre for Southeast Asian Economy and Culture Studies</institution>, <institution>Chengdu Normal University</institution>, <addr-line>Chengdu</addr-line>, <country>China</country>
</aff>
<aff id="aff3">
<sup>3</sup>
<institution>College of Earth and Planetary Sciences</institution>, <institution>Chengdu University of Technology</institution>, <addr-line>Chengdu</addr-line>, <country>China</country>
</aff>
<aff id="aff4">
<sup>4</sup>
<institution>Sichuan Earthquake Agency</institution>, <addr-line>Chengdu</addr-line>, <country>China</country>
</aff>
<author-notes>
<fn fn-type="edited-by">
<p>
<bold>Edited by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/92745/overview">Vlad Constantin Manea</ext-link>, National Autonomous University of Mexico, Mexico</p>
</fn>
<fn fn-type="edited-by">
<p>
<bold>Reviewed by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1282004/overview">Riheb Hadji</ext-link>, University Ferhat Abbas of Setif, Algeria</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/3019612/overview">Vedat Avci</ext-link>, Bing&#xf6;l University, T&#xfc;rkiye</p>
</fn>
<corresp id="c001">&#x2a;Correspondence: Yuanhua Qing, <email>051061@cdnu.edu.cn</email>
</corresp>
</author-notes>
<pub-date pub-type="epub">
<day>05</day>
<month>06</month>
<year>2025</year>
</pub-date>
<pub-date pub-type="collection">
<year>2025</year>
</pub-date>
<volume>13</volume>
<elocation-id>1594817</elocation-id>
<history>
<date date-type="received">
<day>17</day>
<month>03</month>
<year>2025</year>
</date>
<date date-type="accepted">
<day>20</day>
<month>05</month>
<year>2025</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2025 Li, Qing, Li, Lu, Yang, Xu, Liu, Liu and He.</copyright-statement>
<copyright-year>2025</copyright-year>
<copyright-holder>Li, Qing, Li, Lu, Yang, Xu, Liu, Liu and He</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>This paper extracted the fifth-level river system and 158 sub-basins in the middle and upper reaches of the Yunnan section of the Lancang River based on the ASTER GDEM data with a resolution of 30 m and ArcGIS software. By calculating relief, slope, hypsometric integral (<italic>HI</italic>), basin shape index (<italic>BS</italic>), stream length-gradient index (<italic>SL</italic>), and geomorphic information entropy of each sub-basin, and comprehensively considering rainfall, rock strata, and tectonics, this paper discusses the geomorphic features and tectonic significance of the middle and upper reaches of the Yunnan section of the Lancang River Basin. The research shows that: The middle and upper reaches of Yunnan section of the Lancang River Basin is in its middle age. The sub-basin shapes are mainly circular and square. The secondary river systems in the upper reaches are in the vertical drainage stage, while the secondary river systems in the middle reaches are still in the longitudinal drainage stage. The distributions of relief, slope, <italic>HI</italic>, <italic>SL</italic>, and <italic>BS</italic> are mainly controlled by tectonic activities, and the influences of rock strata and rainfall on the geomorphology are limited. In the areas of Jianchuan-Eryuan-Yangbi-Dali and the southern section of the middle reaches of the Lancang River, the tectonic uplift has stagnated and evolved into the erosion-deposition stage. The southern part of Deqin County and the southern part of Weixi County are in the uplift stage, while the tectonic uplift in the areas of Yunlong-Yongping-Luning has entered the attenuation stage. In the study area, the activity intensities of the Lanping-Yongping fault and the Weixi-Qiaohou fault are higher in the northern section and lower in the southern section. The Lancangjiang fault has a low activity intensity at the &#x201c;S&#x201d;-shaped big bend, while the tectonic activity in the northern section is strong. However, the tectonic activity in the southern section of the Longpan-Qiaohou fault and the northeastern section of the Nantinghe fault are weak. On the whole, the fault within the region have a controlling effect on the flow direction of the main river channel, and the patterns of the river system and the flow direction of the river channel are macroscopic responses to the tectonic uplift and lateral deformation.</p>
</abstract>
<kwd-group>
<kwd>hypsometric integral</kwd>
<kwd>basin shape index</kwd>
<kwd>stream length-gradient index</kwd>
<kwd>water system style</kwd>
<kwd>Lancang River Basin</kwd>
<kwd>lancangjiang fault</kwd>
</kwd-group>
<custom-meta-wrap>
<custom-meta>
<meta-name>section-at-acceptance</meta-name>
<meta-value>Quaternary Science, Geomorphology and Paleoenvironment</meta-value>
</custom-meta>
</custom-meta-wrap>
</article-meta>
</front>
<body>
<sec id="s1">
<title>1 Introduction</title>
<p>The Lancang River originates from the western side of Chagar Rima in the northern foothills of the Tanggula Mountains on the Tibetan Plateau, flows though Qinghai, Tibet, and Yunnan provinces of China, and is known as the Mekong River after its outbound journey, which flows through Myanmar, Laos, Thailand, Cambodia, and Vietnam, and is injected into the South China Sea southwest of Saigon City, Vietnam, making it Asia&#x2019;s largest international river (<xref ref-type="bibr" rid="B47">Wang et al., 2005</xref>; <xref ref-type="bibr" rid="B53">Zhao et al., 2018</xref>). Among them, the Lancang River is characterized by north-south meandering and east-west spreading in Yunnan Province, with a large drop. There a valley elevation of 2,248 m at the entry point and 480 m at the exit point, and a main channel drop of 1,768 min Yunnan Province (<xref ref-type="bibr" rid="B47">Wang et al., 2005</xref>). The Lancang River Basin in Yunnan Province, with strong crustal deformation (<xref ref-type="bibr" rid="B27">Li et al., 2014</xref>) and complex internal geotectonics, is not only traversed by block boundary fractures such as the Lancangjiang fault and the Weixi-Qiaohou fault, but also by the Lanping-Yongping fault, the Nantinghe fault, and the Longpang-Qiaohou fault, and other internal sub-fractures outcropping (<xref ref-type="bibr" rid="B54">An et al., 2018</xref>). It has always been a hot spot for the study of neotectonic activities (<xref ref-type="bibr" rid="B42">Tang et al., 2013</xref>; <xref ref-type="bibr" rid="B41">Tan, 2014</xref>; <xref ref-type="bibr" rid="B21">Ji et al., 2015</xref>; <xref ref-type="bibr" rid="B8">Chang et al., 2022</xref>). However, studies related to tectonic geomorphology are mainly limited to macroscopic geomorphic factors such as slope, slope direction, and relief (<xref ref-type="bibr" rid="B47">Wang et al., 2005</xref>; <xref ref-type="bibr" rid="B13">Gan and Yuan, 2005</xref>; <xref ref-type="bibr" rid="B19">He et al., 2013</xref>) and small spatial scale hypsometric integral studies (<xref ref-type="bibr" rid="B5">Chang, 2021</xref>; <xref ref-type="bibr" rid="B29">Liu et al., 2023</xref>), Therefore, the geomorphic features and tectonic significance of the Yunnan section of Lancang River Basin are still unclear, and the study between the tectonic uplift and deformation and the water system in the medium-large spatial scale is even more lacking in the Yunnan section of Lancang River.</p>
<p>In recent years, in addition to being applied in disaster assessment (<xref ref-type="bibr" rid="B40">Taib et al., 2024</xref>), The Digital Elevation Model (DEM) and ArcGIS software analysis have also been widely used in the research of geomorphic parameters. They have overcome the limitations of qualitative geomorphic analysis and enabled semi-quantitative and quantitative research on geomorphology. Among these, the research on hypsometric integral (<italic>HI</italic>), stream length-gradient index (<italic>SL</italic>), basin shape index (<italic>BS</italic>), relief and slope is relatively extensive and has achieved favorable results. For example, <xref ref-type="bibr" rid="B15">Guo and Li (2024)</xref> pointed out the generation time sequence of the Taiwan Island orogenic belt based on hypsometric index, relief, and slope. <xref ref-type="bibr" rid="B44">Wang et al. (2022)</xref> quantified the tectonic strength based on the <italic>HI</italic>, <italic>SL</italic>, and <italic>BS</italic>, and redefined the late Cenozoic deformation mechanism in central Yunnan Province. <xref ref-type="bibr" rid="B17">Hadji et al. (2024)</xref> studied the relative tectonic activity in the Setifian Highlands region based on the hypsometric integral and stream length-gradient index.</p>
<p>The vegetation in the Lancang River Basin in Yunnan Province is well-developed, which makes it difficult to carry out geological field surveys. Moreover, there is a lack of continuous and large-scale Cenozoic sediments. Therefore, there are limitations in analyzing the characteristics of neotectonic activities in this area from the perspectives of river terraces and fault sections (<xref ref-type="bibr" rid="B23">Lee and Tsai, 2010</xref>). However, using tectonic geomorphology research can not only fully consider the geomorphic development process of the entire basin, but also quantify the tectonic activities on a long-time scale (<xref ref-type="bibr" rid="B23">Lee and Tsai, 2010</xref>). Previous studies have also pointed out that fluvial geomorphology, mountain geomorphology, and water systems can respond well to the uplift of the plateau (<xref ref-type="bibr" rid="B31">Loreto and Gerardo, 2014</xref>; <xref ref-type="bibr" rid="B30">Liu et al., 2018</xref>; <xref ref-type="bibr" rid="B26">Li et al., 2021</xref>). The Lancang River water system in Yunnan Province is well-developed and close to the Qinghai-Tibet Plateau, and the geomorphic characteristics of its basin have detailed records of the uplift process of the plateau under the background of neotectonic movement (<xref ref-type="bibr" rid="B33">Pan et al., 2000</xref>). Therefore, analyzing the geomorphic features of the middle and upper reaches of the Yunnan section of the Lancang River Basin is of great significance for evaluating the intensity of tectonic activities within the basin and comprehensively understanding the tectonic activities and geomorphic evolution in the western Yunnan region and even in the southeastern margin of the Qinghai-Tibet Plateau.</p>
</sec>
<sec id="s2">
<title>2 Geologicaland setting</title>
<p>The fluvial geomorphology of the Lancang River in Yunnan Province is diversified, which can be categorized as the upper reaches from the entrance of Tibet to Yunnan to Gongguoqiao, the middle reaches from Gongguoqiao to Jinglinqiao, and the lower reaches from Jinglinqiao to the exit point (<xref ref-type="bibr" rid="B28">Liu et al., 1998</xref>). As shown in <xref ref-type="fig" rid="F1">Figure 1A</xref>, the scope of the study area in this paper mainly covers the regions within Diqing Prefecture and Lincang City, which are located in the upper and middle reaches of the Lancang River in the Yunnan section. It is composed of the main stream of the Lancang River, as well as the Bi River, the Yangbi River and the Luozha River (<xref ref-type="fig" rid="F1">Figure 1B</xref>). In this area, sandstone, mudstone and conglomerate are mainly exposed. Secondly, there are gneiss, leptynite, slate, phyllite, as well as granite and monzogranite. The exposure of sand, mud and clay sediments is the least. The faults developed within the river basin are the following (<xref ref-type="bibr" rid="B54">An et al., 2018</xref>):</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>Location <bold>(a)</bold> and Tectonic-geomorphic map <bold>(b)</bold> of the study area.</p>
</caption>
<graphic xlink:href="feart-13-1594817-g001.tif"/>
</fig>
<p>The Lancangjiang fault: It is a reverse fault, and its latest active period is the Middle Pleistocene.</p>
<p>The Lanping-Yongping fault: It is a dextral strike-slip fault, and its latest active period is the Middle Pleistocene.</p>
<p>The Weixi-Qiaohou fault: It is a dextral strike-slip fault, and its latest active period is the Holocene.</p>
<p>The Nantinghe fault: It is a dextral strike-slip fault, and its active period is the Holocene.</p>
<p>The Longpan-Qiaohou fault: It is a sinistral strike-slip fault, and its active period is the Holocene.</p>
<p>The climate difference is obvious, from the upstream to the middle reaches of the river, which contains the frigid, temperate and subtropical climates, and the rainfall decreases from the upstream to the downstream.</p>
</sec>
<sec id="s3">
<title>3 Methodology and data</title>
<p>Digital elevation model (DEM) provides basic data for quantitative geomorphological analysis, and in this paper, we adopt the Global Digital Elevation Model introduced by National Aeronautics and Space of the United States in 2009, which covers the range of 83&#xb0;N to 83&#xb0;S and 99% of the Earth&#x2019;s land surface, with a spatial resolution of 30 m, which can well extract geomorphological parameters (<xref ref-type="bibr" rid="B12">Fan et al., 2018</xref>). Rainfall data were obtained from the China Meteorological Data Network (<ext-link ext-link-type="uri" xlink:href="http://data.cma.cn/site/index.html">http://data.cma.cn/site/index.html</ext-link>). Stratigraphic data were obtained from the vectorized 1:250,000 geological map of Yunnan Province. Active fractures were vectorized from Yunnan Quaternary Active Fracture Distribution Map (<xref ref-type="bibr" rid="B54">An et al., 2018</xref>) with a scale of 1:1 million.</p>
<p>As shown in <xref ref-type="fig" rid="F2">Figure 2</xref>, first of all, based on the DEM data, we completed the extraction of the river system through hydrological analysis on the ArcGIS10.2 software platform. Then, we corrected the river system several times according to the Google Earth images to determine the flow threshold value, so as to complete the extraction of the fifth-level river system. Subsequently, based on the fifth-level river system, through processing procedures such as converting breakpoints into points and watershed analysis, we completed the extraction of 158 sub-basins (<xref ref-type="fig" rid="F3">Figure 3</xref>). Finally, by calculating topographic relief, slope, hypsometric integral, basin shape index, stream length-gradient index, and entropy of geomorphic information of each sub-basin, we comprehensively analyzed the characteristics of tectonic landforms. And we combined with the research results of predecessors to verify the indicative significance of the basin landforms. Now, each parameter is introduced as follows:<list list-type="simple">
<list-item>
<p>(a) Hypsometric integral</p>
</list-item>
</list>
</p>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption>
<p>Flow chart of research methods.</p>
</caption>
<graphic xlink:href="feart-13-1594817-g002.tif"/>
</fig>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption>
<p>Distribution map of sub-basins in the study area.</p>
</caption>
<graphic xlink:href="feart-13-1594817-g003.tif"/>
</fig>
<p>
<italic>HI</italic> was proposed by <xref ref-type="bibr" rid="B37">Strahler (1952)</xref>, represents the proportion of volume remaining in the catchment basin under erosion, and is a parametric indicator of geomorphic erosion. Among them, <italic>HI</italic> &#x3c; 0.35 indicates that the stage of geomorphologic development reaches the old age; 0.35&#x3c;<italic>HI</italic> &#x3c; 0.60 indicates that the geomorphologic development is in the middle age; <italic>HI</italic> &#x3e; 0.60 indicates that the geomorphologic development is in the young age. There are three calculation methods: integral curve method, volume ratio method and undulation ratio method, of which the undulation ratio method is the most convenient (<xref ref-type="bibr" rid="B9">Chang et al., 2015</xref>), and the calculation formula is (<xref ref-type="bibr" rid="B35">Pike and Wilson, 1971</xref>):<disp-formula id="e1">
<mml:math id="m1">
<mml:mrow>
<mml:mi>H</mml:mi>
<mml:mi>I</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="normal">H</mml:mi>
<mml:mtext>mean</mml:mtext>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi mathvariant="normal">H</mml:mi>
<mml:mi>min</mml:mi>
</mml:msub>
<mml:mtext>&#x2009;</mml:mtext>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="normal">H</mml:mi>
<mml:mi>max</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi mathvariant="normal">H</mml:mi>
<mml:mi>min</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(1)</label>
</disp-formula>
</p>
<p>Where <italic>H</italic>
<sub>mean</sub> is the average value of watershed elevation, and <italic>H</italic>
<sub>max</sub> and <italic>H</italic>
<sub>min</sub> represent the maximum and minimum elevation of the watershed, respectively. The mean, maximum and minimum values in the basin elevation of each basin were extracted using the partition statistics tool in ArcGIS, and the <italic>HI</italic> values of each sub-basin were calculated sequentially according to the public notice (1).<list list-type="simple">
<list-item>
<p>(b) Stream length-gradient index (<italic>SL</italic>)</p>
</list-item>
</list>
</p>
<p>
<italic>SL</italic> is the local stream gradient multiplied by the distance of the center of the stream segment from the river source, which reflects the resistance of rocks to erosion and tectonic activity, and is calculated by the formula (<xref ref-type="bibr" rid="B16">Hack, 1973</xref>):<disp-formula id="e2">
<mml:math id="m2">
<mml:mrow>
<mml:mi>S</mml:mi>
<mml:mi>L</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mo>&#x2206;</mml:mo>
<mml:mi>h</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2206;</mml:mo>
<mml:mi>L</mml:mi>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2a;</mml:mo>
<mml:mi>L</mml:mi>
</mml:mrow>
</mml:math>
<label>(2)</label>
</disp-formula>where <italic>&#x394;h</italic> is the difference in elevation of the reach, <italic>&#x394;L</italic> is the length of the reach, <italic>&#x394;h</italic>/<italic>&#x394;L</italic> is the slope of the reach, and <italic>L</italic> is the length from the watershed to the midpoint of the reach. <xref ref-type="bibr" rid="B6">Chang (2014)</xref> proposed a method for extracting this parameter, and in this study, the method of <italic>&#x394;L</italic> fixation was used, i.e., the river channel was divided by equal spacing, and then the elevations of the two vertices were used to calculate the <italic>SL</italic> value of the unit segment one by one by using <xref ref-type="disp-formula" rid="e2">Equation 2</xref>, and finally, the mean value of the <italic>SL</italic> of the segment was used to represent the size of the length gradient in each sub-watershed.<list list-type="simple">
<list-item>
<p>(c) Basin shape index (<italic>BS</italic>)</p>
</list-item>
</list>
</p>
<p>
<italic>BS</italic> is the ratio of the straight-line distance from the source of the river valley in the drainage basin to the water outlet to the maximum width of the drainage basin perpendicular to this straight-line distance. It can indirectly reflect the intensity of tectonic activities, and the calculation formula is (<xref ref-type="bibr" rid="B4">Cannon, 1976</xref>):<disp-formula id="e3">
<mml:math id="m3">
<mml:mrow>
<mml:mi>B</mml:mi>
<mml:mi>S</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mi>B</mml:mi>
<mml:mi>I</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>B</mml:mi>
<mml:mi>W</mml:mi>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(3)</label>
</disp-formula>
</p>
<p>Where: <italic>BI</italic> denotes the straight-line distance from the source to the outlet; <italic>BW</italic> denotes the maximum width of the watershed basin perpendicular to <italic>BI</italic>. The smaller the value of <italic>BS</italic>, the closer the shape of the watershed is to a circle, and <italic>vice versa</italic>, the larger the value of <italic>BS</italic>, the closer the shape of the watershed is to a narrow elongated shape. In the first stage, the river develops with the topographic slope of the mountain or the shape of the fault, and its own shape is linear, but in the later stage, due to the lateral erosion of the river, the basin shape tends to be rounded (<xref ref-type="bibr" rid="B44">Wang et al., 2022</xref>). This parameter was extracted according to the method of <xref ref-type="bibr" rid="B34">Peng (2014)</xref> and calculated using <xref ref-type="disp-formula" rid="e3">Equation 3</xref>.<list list-type="simple">
<list-item>
<p>(d) Topographic slope</p>
</list-item>
</list>
</p>
<p>Slope indicates the degree of inclination of a slope, reflecting the degree of denudation and accumulation of surface materials, and can indicate the development stage and degree of development of geomorphology (<xref ref-type="bibr" rid="B15">Guo and Li, 2024</xref>). This parameter was first calculated using the 3D analysis module in ArcGIS, and then the average slope information of each sub-watershed was extracted by the regional statistics module (<xref ref-type="bibr" rid="B45">Wang et al., 2017</xref>).<list list-type="simple">
<list-item>
<p>(e) Topographic relief</p>
</list-item>
</list>
</p>
<p>Topographic relief is a macroscopic topographic factor that quantifies the topographic changes of a region by the difference between the altitude of the highest point and that of the lowest point. It can directly reflect the degree of ground erosion and indirectly reflect the intensity of tectonic activities (<xref ref-type="bibr" rid="B25">Li et al., 2019</xref>). Its calculation formula is:<disp-formula id="e4">
<mml:math id="m4">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>H</mml:mi>
<mml:mi>max</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>H</mml:mi>
<mml:mi>min</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
<label>(4)</label>
</disp-formula>
</p>
<p>Where <italic>R</italic> represents the topographic relief, <italic>H</italic>
<sub>max</sub> represents the maximum elevation, and <italic>H</italic>
<sub>min</sub> represents the minimum elevation. Use the zonal statistics tool in ArcGIS to extract the maximum and minimum values of the elevation in each sub-watershed, and calculate them sequentially according to <xref ref-type="disp-formula" rid="e4">formula 4</xref>.<list list-type="simple">
<list-item>
<p>(f) Geomorphologic information entropy</p>
</list-item>
</list>
</p>
<p>The geomorphic information entropy, which indicates the strength of the internal and external geologic camping forces against the action, where the formula is calculated as (<xref ref-type="bibr" rid="B1">Ai et al., 1987</xref>; <xref ref-type="bibr" rid="B2">Ai and Yue, 1988</xref>):<disp-formula id="e5">
<mml:math id="m5">
<mml:mrow>
<mml:mi>H</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>S</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>ln</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>S</mml:mi>
</mml:mrow>
</mml:math>
<label>(5)</label>
</disp-formula>
</p>
<p>Where <italic>H</italic> is the entropy value and <italic>S</italic> is the <italic>HI</italic> value, the smaller the value of <italic>H</italic>, the stronger the intensity of the internal and external geologic camping force antagonism. Based on <xref ref-type="disp-formula" rid="e1">formula 1</xref>, this parameter is used to calculate the geomorphic information entropy values of each drainage basin in combination with <xref ref-type="disp-formula" rid="e5">formula 5</xref>, and then the distribution map of entropy values in the study area is obtained based on spatial interpolation.</p>
</sec>
<sec sec-type="results" id="s4">
<title>4 Results</title>
<sec id="s4-1">
<title>4.1 Hypsometric integral</title>
<p>As shown in <xref ref-type="table" rid="T1">Table 1</xref>, the values of the <italic>HI</italic> range from 0.14 to 0.66. Among them, the sub-basins with <italic>HI</italic> values less than 0.35 are mainly concentrated on the north side of the southern segment of the Weixi-Qiaohou fault (68, 71, 77, 82, 84, 86, 87, 89, 91 sub-basins), the southern segment of the Lancangjiang fault (154, 157 sub-basins), both sides of the Nantinghe fault (134, 138, 142 sub-basins), and both sides of the Longpan-Qiaohou fault (42, 43, 45, 47, 56 sub-basins). Sub-basins with <italic>HI</italic> values greater than 0.6 are sporadically found in the north-central section of Lancangjiang fault (10,101 sub-basins), the north section of the Lanping-Yongping fault (51 sub-basins), and the north-central section of the Weixi-Qiaohou fault (20 sub-basins). The largest number of sub-basins have <italic>HI</italic> values between 0.35 and 0.6. As shown in <xref ref-type="fig" rid="F4">Figure 4A</xref>, the values of the <italic>HI</italic> exhibit the characteristics of being higher in the north than in the south and higher in the west than in the east.</p>
<table-wrap id="T1" position="float">
<label>TABLE 1</label>
<caption>
<p>Table of parameter values for sub-basins.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Number of sub-basin</th>
<th align="center">
<italic>HI</italic>
</th>
<th align="center">
<italic>SL</italic>
</th>
<th align="center">
<italic>BS</italic>
</th>
<th align="center">
<italic>Relief</italic>/m</th>
<th align="center">
<italic>Slope</italic>/&#xb0;</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">1</td>
<td align="center">0.43</td>
<td align="center">424.06</td>
<td align="center">1.02</td>
<td align="center">4,398</td>
<td align="center">30.14</td>
</tr>
<tr>
<td align="center">2</td>
<td align="center">0.53</td>
<td align="center">390.48</td>
<td align="center">1.08</td>
<td align="center">3,263</td>
<td align="center">29.10</td>
</tr>
<tr>
<td align="center">3</td>
<td align="center">0.52</td>
<td align="center">378.14</td>
<td align="center">1.72</td>
<td align="center">3,779</td>
<td align="center">34.47</td>
</tr>
<tr>
<td align="center">4</td>
<td align="center">0.42</td>
<td align="center">362.07</td>
<td align="center">0.44</td>
<td align="center">3,727</td>
<td align="center">34.96</td>
</tr>
<tr>
<td align="center">5</td>
<td align="center">0.49</td>
<td align="center">381.48</td>
<td align="center">1.04</td>
<td align="center">3,426</td>
<td align="center">31.71</td>
</tr>
<tr>
<td align="center">6</td>
<td align="center">0.41</td>
<td align="center">368.25</td>
<td align="center">0.73</td>
<td align="center">3,276</td>
<td align="center">32.64</td>
</tr>
<tr>
<td align="center">7</td>
<td align="center">0.51</td>
<td align="center">381.11</td>
<td align="center">1.90</td>
<td align="center">3,086</td>
<td align="center">31.10</td>
</tr>
<tr>
<td align="center">8</td>
<td align="center">0.53</td>
<td align="center">381.95</td>
<td align="center">2.25</td>
<td align="center">2,855</td>
<td align="center">30.50</td>
</tr>
<tr>
<td align="center">9</td>
<td align="center">0.53</td>
<td align="center">383.99</td>
<td align="center">0.77</td>
<td align="center">3,538</td>
<td align="center">31.39</td>
</tr>
<tr>
<td align="center">10</td>
<td align="center">0.66</td>
<td align="center">380.40</td>
<td align="center">1.97</td>
<td align="center">2,742</td>
<td align="center">31.52</td>
</tr>
<tr>
<td align="center">11</td>
<td align="center">0.52</td>
<td align="center">412.29</td>
<td align="center">1.60</td>
<td align="center">2,768</td>
<td align="center">30.15</td>
</tr>
<tr>
<td align="center">12</td>
<td align="center">0.53</td>
<td align="center">383.92</td>
<td align="center">1.45</td>
<td align="center">2,863</td>
<td align="center">31.80</td>
</tr>
<tr>
<td align="center">13</td>
<td align="center">0.59</td>
<td align="center">334.14</td>
<td align="center">1.54</td>
<td align="center">2,608</td>
<td align="center">27.94</td>
</tr>
<tr>
<td align="center">14</td>
<td align="center">0.54</td>
<td align="center">351.31</td>
<td align="center">1.82</td>
<td align="center">2,880</td>
<td align="center">30.31</td>
</tr>
<tr>
<td align="center">15</td>
<td align="center">0.51</td>
<td align="center">308.72</td>
<td align="center">0.70</td>
<td align="center">2,629</td>
<td align="center">28.92</td>
</tr>
<tr>
<td align="center">16</td>
<td align="center">0.55</td>
<td align="center">326.61</td>
<td align="center">1.17</td>
<td align="center">2,942</td>
<td align="center">31.50</td>
</tr>
<tr>
<td align="center">17</td>
<td align="center">0.49</td>
<td align="center">298.71</td>
<td align="center">1.79</td>
<td align="center">3,039</td>
<td align="center">30.76</td>
</tr>
<tr>
<td align="center">18</td>
<td align="center">0.42</td>
<td align="center">277.72</td>
<td align="center">1.00</td>
<td align="center">2,775</td>
<td align="center">29.88</td>
</tr>
<tr>
<td align="center">19</td>
<td align="center">0.49</td>
<td align="center">293.91</td>
<td align="center">1.08</td>
<td align="center">2,430</td>
<td align="center">29.69</td>
</tr>
<tr>
<td align="center">20</td>
<td align="center">0.63</td>
<td align="center">242.42</td>
<td align="center">1.35</td>
<td align="center">2,452</td>
<td align="center">26.77</td>
</tr>
<tr>
<td align="center">21</td>
<td align="center">0.49</td>
<td align="center">261.07</td>
<td align="center">0.92</td>
<td align="center">2,398</td>
<td align="center">30.20</td>
</tr>
<tr>
<td align="center">22</td>
<td align="center">0.45</td>
<td align="center">351.84</td>
<td align="center">1.10</td>
<td align="center">2,461</td>
<td align="center">29.61</td>
</tr>
<tr>
<td align="center">23</td>
<td align="center">0.41</td>
<td align="center">366.27</td>
<td align="center">0.77</td>
<td align="center">2,394</td>
<td align="center">28.52</td>
</tr>
<tr>
<td align="center">24</td>
<td align="center">0.39</td>
<td align="center">332.54</td>
<td align="center">0.79</td>
<td align="center">2,533</td>
<td align="center">28.94</td>
</tr>
<tr>
<td align="center">25</td>
<td align="center">0.57</td>
<td align="center">363.81</td>
<td align="center">1.74</td>
<td align="center">2,530</td>
<td align="center">32.36</td>
</tr>
<tr>
<td align="center">26</td>
<td align="center">0.49</td>
<td align="center">407.90</td>
<td align="center">1.63</td>
<td align="center">2,689</td>
<td align="center">30.24</td>
</tr>
<tr>
<td align="center">27</td>
<td align="center">0.51</td>
<td align="center">497.93</td>
<td align="center">2.63</td>
<td align="center">2,722</td>
<td align="center">30.07</td>
</tr>
<tr>
<td align="center">28</td>
<td align="center">0.45</td>
<td align="center">331.39</td>
<td align="center">2.36</td>
<td align="center">2,413</td>
<td align="center">21.83</td>
</tr>
<tr>
<td align="center">29</td>
<td align="center">0.49</td>
<td align="center">492.74</td>
<td align="center">1.61</td>
<td align="center">2,818</td>
<td align="center">29.27</td>
</tr>
<tr>
<td align="center">30</td>
<td align="center">0.56</td>
<td align="center">400.00</td>
<td align="center">2.19</td>
<td align="center">2,834</td>
<td align="center">30.05</td>
</tr>
<tr>
<td align="center">31</td>
<td align="center">0.50</td>
<td align="center">332.73</td>
<td align="center">1.20</td>
<td align="center">1999</td>
<td align="center">26.73</td>
</tr>
<tr>
<td align="center">32</td>
<td align="center">0.51</td>
<td align="center">273.05</td>
<td align="center">1.25</td>
<td align="center">2,818</td>
<td align="center">30.65</td>
</tr>
<tr>
<td align="center">33</td>
<td align="center">0.55</td>
<td align="center">183.97</td>
<td align="center">1.83</td>
<td align="center">2,149</td>
<td align="center">26.00</td>
</tr>
<tr>
<td align="center">34</td>
<td align="center">0.46</td>
<td align="center">194.51</td>
<td align="center">2.64</td>
<td align="center">2,706</td>
<td align="center">30.19</td>
</tr>
<tr>
<td align="center">35</td>
<td align="center">0.49</td>
<td align="center">186.81</td>
<td align="center">0.91</td>
<td align="center">2,754</td>
<td align="center">29.92</td>
</tr>
<tr>
<td align="center">36</td>
<td align="center">0.56</td>
<td align="center">155.31</td>
<td align="center">1.07</td>
<td align="center">2,211</td>
<td align="center">26.47</td>
</tr>
<tr>
<td align="center">37</td>
<td align="center">0.53</td>
<td align="center">172.47</td>
<td align="center">1.33</td>
<td align="center">2,181</td>
<td align="center">26.58</td>
</tr>
<tr>
<td align="center">38</td>
<td align="center">0.56</td>
<td align="center">202.55</td>
<td align="center">4.10</td>
<td align="center">2,655</td>
<td align="center">29.22</td>
</tr>
<tr>
<td align="center">39</td>
<td align="center">0.53</td>
<td align="center">251.24</td>
<td align="center">2.03</td>
<td align="center">2,389</td>
<td align="center">22.50</td>
</tr>
<tr>
<td align="center">40</td>
<td align="center">0.44</td>
<td align="center">236.19</td>
<td align="center">0.77</td>
<td align="center">2,655</td>
<td align="center">28.23</td>
</tr>
<tr>
<td align="center">41</td>
<td align="center">0.45</td>
<td align="center">246.82</td>
<td align="center">1.34</td>
<td align="center">2,682</td>
<td align="center">26.04</td>
</tr>
<tr>
<td align="center">42</td>
<td align="center">0.31</td>
<td align="center">68.67</td>
<td align="center">2.01</td>
<td align="center">1,015</td>
<td align="center">12.44</td>
</tr>
<tr>
<td align="center">43</td>
<td align="center">0.30</td>
<td align="center">74.54</td>
<td align="center">1.05</td>
<td align="center">1933</td>
<td align="center">14.09</td>
</tr>
<tr>
<td align="center">44</td>
<td align="center">0.47</td>
<td align="center">302.94</td>
<td align="center">2.12</td>
<td align="center">2,681</td>
<td align="center">27.28</td>
</tr>
<tr>
<td align="center">45</td>
<td align="center">0.28</td>
<td align="center">71.09</td>
<td align="center">2.00</td>
<td align="center">1,569</td>
<td align="center">10.98</td>
</tr>
<tr>
<td align="center">46</td>
<td align="center">0.54</td>
<td align="center">276.87</td>
<td align="center">1.75</td>
<td align="center">2,695</td>
<td align="center">23.44</td>
</tr>
<tr>
<td align="center">47</td>
<td align="center">0.25</td>
<td align="center">65.80</td>
<td align="center">2.04</td>
<td align="center">1999</td>
<td align="center">16.19</td>
</tr>
<tr>
<td align="center">48</td>
<td align="center">0.38</td>
<td align="center">81.35</td>
<td align="center">0.88</td>
<td align="center">1,220</td>
<td align="center">14.38</td>
</tr>
<tr>
<td align="center">49</td>
<td align="center">0.46</td>
<td align="center">360.45</td>
<td align="center">1.26</td>
<td align="center">2,643</td>
<td align="center">26.82</td>
</tr>
<tr>
<td align="center">50</td>
<td align="center">0.49</td>
<td align="center">445.44</td>
<td align="center">0.83</td>
<td align="center">2,599</td>
<td align="center">27.96</td>
</tr>
<tr>
<td align="center">51</td>
<td align="center">0.60</td>
<td align="center">409.30</td>
<td align="center">2.07</td>
<td align="center">2,439</td>
<td align="center">26.27</td>
</tr>
<tr>
<td align="center">52</td>
<td align="center">0.38</td>
<td align="center">208.17</td>
<td align="center">1.66</td>
<td align="center">2,310</td>
<td align="center">18.28</td>
</tr>
<tr>
<td align="center">53</td>
<td align="center">0.50</td>
<td align="center">435.61</td>
<td align="center">0.75</td>
<td align="center">2,383</td>
<td align="center">26.28</td>
</tr>
<tr>
<td align="center">54</td>
<td align="center">0.37</td>
<td align="center">48.35</td>
<td align="center">2.57</td>
<td align="center">1,574</td>
<td align="center">13.92</td>
</tr>
<tr>
<td align="center">55</td>
<td align="center">0.38</td>
<td align="center">165.14</td>
<td align="center">2.63</td>
<td align="center">2,369</td>
<td align="center">20.44</td>
</tr>
<tr>
<td align="center">56</td>
<td align="center">0.35</td>
<td align="center">77.28</td>
<td align="center">1.80</td>
<td align="center">1889</td>
<td align="center">14.73</td>
</tr>
<tr>
<td align="center">57</td>
<td align="center">0.45</td>
<td align="center">48.71</td>
<td align="center">2.41</td>
<td align="center">1,251</td>
<td align="center">15.46</td>
</tr>
<tr>
<td align="center">58</td>
<td align="center">0.52</td>
<td align="center">312.56</td>
<td align="center">0.72</td>
<td align="center">2,296</td>
<td align="center">27.18</td>
</tr>
<tr>
<td align="center">59</td>
<td align="center">0.45</td>
<td align="center">265.08</td>
<td align="center">1.78</td>
<td align="center">1737</td>
<td align="center">22.88</td>
</tr>
<tr>
<td align="center">60</td>
<td align="center">0.37</td>
<td align="center">254.98</td>
<td align="center">1.44</td>
<td align="center">1861</td>
<td align="center">17.91</td>
</tr>
<tr>
<td align="center">61</td>
<td align="center">0.48</td>
<td align="center">104.26</td>
<td align="center">1.78</td>
<td align="center">1,445</td>
<td align="center">20.91</td>
</tr>
<tr>
<td align="center">62</td>
<td align="center">0.55</td>
<td align="center">174.44</td>
<td align="center">2.42</td>
<td align="center">1,292</td>
<td align="center">20.53</td>
</tr>
<tr>
<td align="center">63</td>
<td align="center">0.47</td>
<td align="center">307.79</td>
<td align="center">1.93</td>
<td align="center">1741</td>
<td align="center">21.49</td>
</tr>
<tr>
<td align="center">64</td>
<td align="center">0.47</td>
<td align="center">223.66</td>
<td align="center">1.96</td>
<td align="center">1,541</td>
<td align="center">24.92</td>
</tr>
<tr>
<td align="center">65</td>
<td align="center">0.45</td>
<td align="center">141.31</td>
<td align="center">1.89</td>
<td align="center">1,566</td>
<td align="center">19.69</td>
</tr>
<tr>
<td align="center">66</td>
<td align="center">0.52</td>
<td align="center">196.81</td>
<td align="center">0.86</td>
<td align="center">2,135</td>
<td align="center">28.35</td>
</tr>
<tr>
<td align="center">67</td>
<td align="center">0.37</td>
<td align="center">118.00</td>
<td align="center">1.22</td>
<td align="center">1,678</td>
<td align="center">16.02</td>
</tr>
<tr>
<td align="center">68</td>
<td align="center">0.29</td>
<td align="center">143.62</td>
<td align="center">1.67</td>
<td align="center">1812</td>
<td align="center">17.68</td>
</tr>
<tr>
<td align="center">69</td>
<td align="center">0.51</td>
<td align="center">245.83</td>
<td align="center">1.50</td>
<td align="center">1,333</td>
<td align="center">23.94</td>
</tr>
<tr>
<td align="center">70</td>
<td align="center">0.43</td>
<td align="center">197.39</td>
<td align="center">1.35</td>
<td align="center">1,282</td>
<td align="center">20.09</td>
</tr>
<tr>
<td align="center">71</td>
<td align="center">0.27</td>
<td align="center">79.26</td>
<td align="center">1.22</td>
<td align="center">1,603</td>
<td align="center">13.05</td>
</tr>
<tr>
<td align="center">72</td>
<td align="center">0.38</td>
<td align="center">120.54</td>
<td align="center">1.77</td>
<td align="center">1,565</td>
<td align="center">15.36</td>
</tr>
<tr>
<td align="center">73</td>
<td align="center">0.40</td>
<td align="center">243.74</td>
<td align="center">0.53</td>
<td align="center">1,581</td>
<td align="center">21.31</td>
</tr>
<tr>
<td align="center">74</td>
<td align="center">0.51</td>
<td align="center">213.88</td>
<td align="center">0.67</td>
<td align="center">2009</td>
<td align="center">28.20</td>
</tr>
<tr>
<td align="center">75</td>
<td align="center">0.37</td>
<td align="center">210.07</td>
<td align="center">1.64</td>
<td align="center">1750</td>
<td align="center">15.11</td>
</tr>
<tr>
<td align="center">76</td>
<td align="center">0.42</td>
<td align="center">119.27</td>
<td align="center">1.79</td>
<td align="center">1,695</td>
<td align="center">19.59</td>
</tr>
<tr>
<td align="center">77</td>
<td align="center">0.31</td>
<td align="center">146.93</td>
<td align="center">2.20</td>
<td align="center">1856</td>
<td align="center">18.93</td>
</tr>
<tr>
<td align="center">78</td>
<td align="center">0.53</td>
<td align="center">279.99</td>
<td align="center">1.37</td>
<td align="center">1,445</td>
<td align="center">20.41</td>
</tr>
<tr>
<td align="center">79</td>
<td align="center">0.46</td>
<td align="center">329.06</td>
<td align="center">0.99</td>
<td align="center">1,583</td>
<td align="center">23.79</td>
</tr>
<tr>
<td align="center">80</td>
<td align="center">0.49</td>
<td align="center">325.71</td>
<td align="center">1.06</td>
<td align="center">2092</td>
<td align="center">23.21</td>
</tr>
<tr>
<td align="center">81</td>
<td align="center">0.35</td>
<td align="center">227.14</td>
<td align="center">1.04</td>
<td align="center">1936</td>
<td align="center">18.61</td>
</tr>
<tr>
<td align="center">82</td>
<td align="center">0.32</td>
<td align="center">299.61</td>
<td align="center">1.22</td>
<td align="center">1970</td>
<td align="center">18.48</td>
</tr>
<tr>
<td align="center">83</td>
<td align="center">0.43</td>
<td align="center">295.07</td>
<td align="center">4.11</td>
<td align="center">1,687</td>
<td align="center">20.95</td>
</tr>
<tr>
<td align="center">84</td>
<td align="center">0.30</td>
<td align="center">302.83</td>
<td align="center">3.71</td>
<td align="center">2,297</td>
<td align="center">21.44</td>
</tr>
<tr>
<td align="center">85</td>
<td align="center">0.53</td>
<td align="center">355.74</td>
<td align="center">2.11</td>
<td align="center">1,515</td>
<td align="center">22.03</td>
</tr>
<tr>
<td align="center">86</td>
<td align="center">0.14</td>
<td align="center">488.35</td>
<td align="center">2.09</td>
<td align="center">2,114</td>
<td align="center">10.12</td>
</tr>
<tr>
<td align="center">87</td>
<td align="center">0.30</td>
<td align="center">468.24</td>
<td align="center">0.88</td>
<td align="center">2,518</td>
<td align="center">20.63</td>
</tr>
<tr>
<td align="center">88</td>
<td align="center">0.40</td>
<td align="center">569.99</td>
<td align="center">1.13</td>
<td align="center">2,402</td>
<td align="center">28.10</td>
</tr>
<tr>
<td align="center">89</td>
<td align="center">0.34</td>
<td align="center">1,103.83</td>
<td align="center">1.37</td>
<td align="center">2,689</td>
<td align="center">22.51</td>
</tr>
<tr>
<td align="center">90</td>
<td align="center">0.49</td>
<td align="center">1,046.93</td>
<td align="center">1.07</td>
<td align="center">1,606</td>
<td align="center">23.90</td>
</tr>
<tr>
<td align="center">91</td>
<td align="center">0.20</td>
<td align="center">727.22</td>
<td align="center">0.87</td>
<td align="center">1,322</td>
<td align="center">12.82</td>
</tr>
<tr>
<td align="center">92</td>
<td align="center">0.48</td>
<td align="center">541.52</td>
<td align="center">1.67</td>
<td align="center">1708</td>
<td align="center">20.45</td>
</tr>
<tr>
<td align="center">93</td>
<td align="center">0.46</td>
<td align="center">209.79</td>
<td align="center">2.17</td>
<td align="center">2,124</td>
<td align="center">19.79</td>
</tr>
<tr>
<td align="center">94</td>
<td align="center">0.48</td>
<td align="center">260.30</td>
<td align="center">2.55</td>
<td align="center">1905</td>
<td align="center">20.53</td>
</tr>
<tr>
<td align="center">95</td>
<td align="center">0.44</td>
<td align="center">381.10</td>
<td align="center">1.00</td>
<td align="center">2,446</td>
<td align="center">23.67</td>
</tr>
<tr>
<td align="center">96</td>
<td align="center">0.40</td>
<td align="center">171.14</td>
<td align="center">2.28</td>
<td align="center">1,506</td>
<td align="center">19.42</td>
</tr>
<tr>
<td align="center">97</td>
<td align="center">0.52</td>
<td align="center">527.81</td>
<td align="center">1.39</td>
<td align="center">1,526</td>
<td align="center">20.25</td>
</tr>
<tr>
<td align="center">98</td>
<td align="center">0.45</td>
<td align="center">248.63</td>
<td align="center">1.56</td>
<td align="center">1831</td>
<td align="center">18.47</td>
</tr>
<tr>
<td align="center">99</td>
<td align="center">0.44</td>
<td align="center">276.98</td>
<td align="center">2.63</td>
<td align="center">1,648</td>
<td align="center">19.06</td>
</tr>
<tr>
<td align="center">100</td>
<td align="center">0.52</td>
<td align="center">224.70</td>
<td align="center">0.83</td>
<td align="center">1,350</td>
<td align="center">19.36</td>
</tr>
<tr>
<td align="center">101</td>
<td align="center">0.61</td>
<td align="center">142.45</td>
<td align="center">1.01</td>
<td align="center">1,440</td>
<td align="center">20.59</td>
</tr>
<tr>
<td align="center">102</td>
<td align="center">0.44</td>
<td align="center">122.38</td>
<td align="center">2.11</td>
<td align="center">1728</td>
<td align="center">19.57</td>
</tr>
<tr>
<td align="center">103</td>
<td align="center">0.47</td>
<td align="center">212.46</td>
<td align="center">1.03</td>
<td align="center">1787</td>
<td align="center">25.21</td>
</tr>
<tr>
<td align="center">104</td>
<td align="center">0.51</td>
<td align="center">207.98</td>
<td align="center">0.85</td>
<td align="center">1,437</td>
<td align="center">21.10</td>
</tr>
<tr>
<td align="center">105</td>
<td align="center">0.51</td>
<td align="center">271.86</td>
<td align="center">1.05</td>
<td align="center">1,588</td>
<td align="center">19.10</td>
</tr>
<tr>
<td align="center">106</td>
<td align="center">0.45</td>
<td align="center">177.58</td>
<td align="center">0.63</td>
<td align="center">1,412</td>
<td align="center">20.74</td>
</tr>
<tr>
<td align="center">107</td>
<td align="center">0.44</td>
<td align="center">229.40</td>
<td align="center">1.76</td>
<td align="center">1720</td>
<td align="center">20.01</td>
</tr>
<tr>
<td align="center">108</td>
<td align="center">0.42</td>
<td align="center">178.17</td>
<td align="center">2.33</td>
<td align="center">1,627</td>
<td align="center">21.47</td>
</tr>
<tr>
<td align="center">109</td>
<td align="center">0.40</td>
<td align="center">157.39</td>
<td align="center">1.85</td>
<td align="center">1718</td>
<td align="center">23.69</td>
</tr>
<tr>
<td align="center">110</td>
<td align="center">0.44</td>
<td align="center">312.01</td>
<td align="center">0.58</td>
<td align="center">1,448</td>
<td align="center">22.16</td>
</tr>
<tr>
<td align="center">111</td>
<td align="center">0.53</td>
<td align="center">153.70</td>
<td align="center">2.61</td>
<td align="center">1710</td>
<td align="center">19.70</td>
</tr>
<tr>
<td align="center">112</td>
<td align="center">0.46</td>
<td align="center">185.09</td>
<td align="center">2.37</td>
<td align="center">1,553</td>
<td align="center">22.06</td>
</tr>
<tr>
<td align="center">113</td>
<td align="center">0.50</td>
<td align="center">347.02</td>
<td align="center">1.27</td>
<td align="center">1,255</td>
<td align="center">21.95</td>
</tr>
<tr>
<td align="center">114</td>
<td align="center">0.45</td>
<td align="center">329.00</td>
<td align="center">2.38</td>
<td align="center">1743</td>
<td align="center">26.88</td>
</tr>
<tr>
<td align="center">115</td>
<td align="center">0.41</td>
<td align="center">346.84</td>
<td align="center">0.86</td>
<td align="center">1,630</td>
<td align="center">24.08</td>
</tr>
<tr>
<td align="center">116</td>
<td align="center">0.42</td>
<td align="center">378.28</td>
<td align="center">1.26</td>
<td align="center">1807</td>
<td align="center">23.10</td>
</tr>
<tr>
<td align="center">117</td>
<td align="center">0.46</td>
<td align="center">241.53</td>
<td align="center">0.72</td>
<td align="center">1,682</td>
<td align="center">21.80</td>
</tr>
<tr>
<td align="center">118</td>
<td align="center">0.47</td>
<td align="center">257.76</td>
<td align="center">1.44</td>
<td align="center">1831</td>
<td align="center">22.99</td>
</tr>
<tr>
<td align="center">119</td>
<td align="center">0.42</td>
<td align="center">171.99</td>
<td align="center">1.73</td>
<td align="center">1,661</td>
<td align="center">24.42</td>
</tr>
<tr>
<td align="center">120</td>
<td align="center">0.41</td>
<td align="center">398.94</td>
<td align="center">1.23</td>
<td align="center">1745</td>
<td align="center">27.22</td>
</tr>
<tr>
<td align="center">121</td>
<td align="center">0.41</td>
<td align="center">210.12</td>
<td align="center">1.42</td>
<td align="center">1796</td>
<td align="center">22.79</td>
</tr>
<tr>
<td align="center">122</td>
<td align="center">0.48</td>
<td align="center">476.14</td>
<td align="center">0.64</td>
<td align="center">1703</td>
<td align="center">21.73</td>
</tr>
<tr>
<td align="center">123</td>
<td align="center">0.45</td>
<td align="center">448.84</td>
<td align="center">1.17</td>
<td align="center">1819</td>
<td align="center">24.24</td>
</tr>
<tr>
<td align="center">124</td>
<td align="center">0.44</td>
<td align="center">307.65</td>
<td align="center">1.30</td>
<td align="center">1,515</td>
<td align="center">23.66</td>
</tr>
<tr>
<td align="center">125</td>
<td align="center">0.40</td>
<td align="center">181.34</td>
<td align="center">1.33</td>
<td align="center">1766</td>
<td align="center">24.48</td>
</tr>
<tr>
<td align="center">126</td>
<td align="center">0.49</td>
<td align="center">176.51</td>
<td align="center">1.26</td>
<td align="center">1823</td>
<td align="center">20.76</td>
</tr>
<tr>
<td align="center">127</td>
<td align="center">0.59</td>
<td align="center">335.88</td>
<td align="center">1.02</td>
<td align="center">1853</td>
<td align="center">20.68</td>
</tr>
<tr>
<td align="center">128</td>
<td align="center">0.51</td>
<td align="center">224.66</td>
<td align="center">0.77</td>
<td align="center">1,676</td>
<td align="center">21.98</td>
</tr>
<tr>
<td align="center">129</td>
<td align="center">0.45</td>
<td align="center">237.39</td>
<td align="center">2.29</td>
<td align="center">1757</td>
<td align="center">20.82</td>
</tr>
<tr>
<td align="center">130</td>
<td align="center">0.35</td>
<td align="center">236.85</td>
<td align="center">0.93</td>
<td align="center">2061</td>
<td align="center">24.02</td>
</tr>
<tr>
<td align="center">131</td>
<td align="center">0.37</td>
<td align="center">226.39</td>
<td align="center">2.49</td>
<td align="center">2071</td>
<td align="center">25.00</td>
</tr>
<tr>
<td align="center">132</td>
<td align="center">0.37</td>
<td align="center">148.60</td>
<td align="center">1.23</td>
<td align="center">1792</td>
<td align="center">16.37</td>
</tr>
<tr>
<td align="center">133</td>
<td align="center">0.41</td>
<td align="center">140.39</td>
<td align="center">2.78</td>
<td align="center">1760</td>
<td align="center">24.77</td>
</tr>
<tr>
<td align="center">134</td>
<td align="center">0.25</td>
<td align="center">173.04</td>
<td align="center">1.77</td>
<td align="center">1,254</td>
<td align="center">13.92</td>
</tr>
<tr>
<td align="center">135</td>
<td align="center">0.42</td>
<td align="center">257.54</td>
<td align="center">1.07</td>
<td align="center">1731</td>
<td align="center">25.32</td>
</tr>
<tr>
<td align="center">136</td>
<td align="center">0.39</td>
<td align="center">156.40</td>
<td align="center">0.78</td>
<td align="center">2,340</td>
<td align="center">25.34</td>
</tr>
<tr>
<td align="center">137</td>
<td align="center">0.41</td>
<td align="center">188.38</td>
<td align="center">1.40</td>
<td align="center">1,620</td>
<td align="center">19.98</td>
</tr>
<tr>
<td align="center">138</td>
<td align="center">0.29</td>
<td align="center">115.98</td>
<td align="center">0.96</td>
<td align="center">1817</td>
<td align="center">22.49</td>
</tr>
<tr>
<td align="center">139</td>
<td align="center">0.44</td>
<td align="center">259.33</td>
<td align="center">2.02</td>
<td align="center">2011</td>
<td align="center">17.49</td>
</tr>
<tr>
<td align="center">140</td>
<td align="center">0.48</td>
<td align="center">221.80</td>
<td align="center">3.11</td>
<td align="center">1740</td>
<td align="center">22.95</td>
</tr>
<tr>
<td align="center">141</td>
<td align="center">0.46</td>
<td align="center">194.11</td>
<td align="center">2.28</td>
<td align="center">1,668</td>
<td align="center">22.60</td>
</tr>
<tr>
<td align="center">142</td>
<td align="center">0.33</td>
<td align="center">203.00</td>
<td align="center">1.17</td>
<td align="center">1986</td>
<td align="center">22.07</td>
</tr>
<tr>
<td align="center">143</td>
<td align="center">0.38</td>
<td align="center">124.73</td>
<td align="center">1.31</td>
<td align="center">1,569</td>
<td align="center">15.75</td>
</tr>
<tr>
<td align="center">144</td>
<td align="center">0.52</td>
<td align="center">179.01</td>
<td align="center">1.20</td>
<td align="center">1,271</td>
<td align="center">18.22</td>
</tr>
<tr>
<td align="center">145</td>
<td align="center">0.41</td>
<td align="center">113.68</td>
<td align="center">0.94</td>
<td align="center">1,624</td>
<td align="center">20.75</td>
</tr>
<tr>
<td align="center">146</td>
<td align="center">0.44</td>
<td align="center">167.53</td>
<td align="center">2.10</td>
<td align="center">1799</td>
<td align="center">21.79</td>
</tr>
<tr>
<td align="center">147</td>
<td align="center">0.31</td>
<td align="center">148.23</td>
<td align="center">3.67</td>
<td align="center">2054</td>
<td align="center">17.27</td>
</tr>
<tr>
<td align="center">148</td>
<td align="center">0.37</td>
<td align="center">160.59</td>
<td align="center">1.04</td>
<td align="center">2,473</td>
<td align="center">21.91</td>
</tr>
<tr>
<td align="center">149</td>
<td align="center">0.50</td>
<td align="center">286.89</td>
<td align="center">1.36</td>
<td align="center">1936</td>
<td align="center">20.70</td>
</tr>
<tr>
<td align="center">150</td>
<td align="center">0.49</td>
<td align="center">308.00</td>
<td align="center">1.97</td>
<td align="center">2,338</td>
<td align="center">16.25</td>
</tr>
<tr>
<td align="center">151</td>
<td align="center">0.45</td>
<td align="center">286.01</td>
<td align="center">1.83</td>
<td align="center">2,597</td>
<td align="center">23.01</td>
</tr>
<tr>
<td align="center">152</td>
<td align="center">0.46</td>
<td align="center">153.25</td>
<td align="center">1.77</td>
<td align="center">1710</td>
<td align="center">21.90</td>
</tr>
<tr>
<td align="center">153</td>
<td align="center">0.44</td>
<td align="center">184.55</td>
<td align="center">2.24</td>
<td align="center">2,606</td>
<td align="center">19.63</td>
</tr>
<tr>
<td align="center">154</td>
<td align="center">0.34</td>
<td align="center">184.65</td>
<td align="center">2.83</td>
<td align="center">2,588</td>
<td align="center">18.10</td>
</tr>
<tr>
<td align="center">155</td>
<td align="center">0.47</td>
<td align="center">131.76</td>
<td align="center">1.33</td>
<td align="center">1,506</td>
<td align="center">20.82</td>
</tr>
<tr>
<td align="center">156</td>
<td align="center">0.44</td>
<td align="center">217.06</td>
<td align="center">1.34</td>
<td align="center">2,558</td>
<td align="center">18.58</td>
</tr>
<tr>
<td align="center">157</td>
<td align="center">0.24</td>
<td align="center">137.58</td>
<td align="center">1.32</td>
<td align="center">1,577</td>
<td align="center">15.67</td>
</tr>
<tr>
<td align="center">158</td>
<td align="center">0.41</td>
<td align="center">224.34</td>
<td align="center">0.90</td>
<td align="center">1790</td>
<td align="center">17.91</td>
</tr>
</tbody>
</table>
</table-wrap>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption>
<p>Level diagram map of <italic>HI</italic> value <bold>(a)</bold>, <italic>SL</italic> <bold>(b)</bold>, <italic>BS</italic> <bold>(c)</bold>, relief <bold>(d)</bold> and slope <bold>(e)</bold> in the study area.</p>
</caption>
<graphic xlink:href="feart-13-1594817-g004.tif"/>
</fig>
</sec>
<sec id="s4-2">
<title>4.2 Stream length-gradient index</title>
<p>As shown in <xref ref-type="table" rid="T1">Table 1</xref>, the range of the <italic>SL</italic> index is from 48 to 1,104. It can be classified into three categories according to the size of stream length-gradient index (<xref ref-type="bibr" rid="B11">El-Hamdouni et al., 2008</xref>): <italic>SL</italic> &#x3e; 500, 300 &#x3c;<italic>SL</italic> &#x3c; 500, and <italic>SL</italic> &#x3c; 300. Among them, the sub-basins with an <italic>SL</italic> value of &#x3c;300 are the largest in number. The sub-basins with a median value of 300&#x2013;500 are mainly located in the upstream area where the Lancangjiang fault is clamped to the Weixi-Qiaohou fault (1&#x223c;16, 22&#x223c;31 sub-basins), the Lancangjiang fault and Lanping-Yongping fault clamping area (44, 49, 50, 51, 53, 68, 79, 85, 95 sub-basins), the middle and lower sections of the Lancangjiang fault(110, 113, 114, 115, 116, 120, 122, 123, 124, 127 sub-basins), and the southern section of the Weixi-Qiaohou fault (80, 84, 86, 87 sub-basins).The high values greater than 500 are mainly located in the clamping area between the Lancangjiang fault and the Lanping-Yongping fault (88 sub-basins), and in the southern section of the Weixi-Qiaohou fault (89&#x223c;92, and 97 sub-basins). As shown in <xref ref-type="fig" rid="F4">Figure 4B</xref>, from the upper reaches to the middle reaches, the values of the <italic>SL</italic> generally show the characteristics of being higher in the north than in the south and higher in the west than in the east.</p>
</sec>
<sec id="s4-3">
<title>4.3 Basin shape index</title>
<p>As shown in <xref ref-type="table" rid="T1">Table 1</xref>, the values of the <italic>BS</italic> range from 0.43 to 4.11. According to the <italic>BS</italic> values, it can be divided into three categories (<xref ref-type="bibr" rid="B11">El-Hamdouni et al., 2008</xref>): <italic>BS</italic> &#x3e; 2.3, 1.5&#x3c;<italic>BS</italic> &#x3c; 2.3, and <italic>BS</italic> &#x3c; 1.5. Among them, the sub-basins with a <italic>BS</italic> value greater than 2.3 are mainly concentrated in sub-basins 94, 114, 131, 133, 140, 147, and 154 in the middle and upper sections of the Lancangjiang fault zone, sub-basins 99 and 111 in the middle and upper sections of the Lanping-Yongping fault zone, Sub-basin 28 in the middle section of the Weixi-Qiaohou fault, and Sub-basins 83 and 84 in the southern section of the Weixi-Qiaohou fault. The sub-basins with a <italic>BS</italic> value ranging from 1.5 to 2.3 are mainly concentrated in the intersecting areas of the middle section of the Lancangjiang fault zone, the Lanping-Yongping fault, the southern section of the Weixi-Qiaohou fault, and the Longpan-Qiaohou fault (such as 42, 44, 45, 46, 47, 51, 52, 93, 103, 107, 109, etc. sub-basins), and there are also a small number of them distributed in the southern section of the Lancangjiang fault zone (such as 150, 151, 152, 153, etc. sub-basins). The number of sub-basins with a <italic>BS</italic> value less than 1.5 is the largest. As shown in <xref ref-type="fig" rid="F4">Figure 4C</xref>, the <italic>BS</italic> values generally exhibit the characteristic of being higher in the middle and lower in the north and south.</p>
</sec>
<sec id="s4-4">
<title>4.4 Topographic relief</title>
<p>There is a large variation in the relief within the basin. As shown in <xref ref-type="table" rid="T1">Table 1</xref>, the relief of the sub-basins ranges from 1,015 to 4,398 m. Among them, the sub-basins with a relief greater than 3,000 m are mainly located in the area between the Lancangjiang fault zone and the Weixi-Qiaohou fault zone (1&#x2013;9 and 17sub-basins). The sub-basins with a relief between 2000 m and 3,000 m are mainly distributed along the middle and upper sections of the Lancangjiang fault zone, the northern section of the Lanping-Yongping fault zone, the middle and northern sections of the Weixi-Qiaohou fault zone, and near the Nantinghe fault zone in the middle reaches. The basins with a relief between 1,015 m and 2000 m are mainly concentrated in the southern section of the Lancangjiang fault zone, the southern section of the Weixi-Qiaohou fault, the middle section of the Lanping-Yongping fault, and near the Nantinghe fault and the Longpan-Qiaohou fault. As shown in <xref ref-type="fig" rid="F4">Figure 4D</xref>, the relief is higher in the western part than in the eastern part, and higher in the northern section than in the southern section.</p>
</sec>
<sec id="s4-5">
<title>4.5 Slope</title>
<p>The slope is an important factor that controls the surface flow-producing processes, confluence processes, and their flow-mechanical characteristics within the basin. As shown in <xref ref-type="table" rid="T1">Table 1</xref>, the slope of the sub-basins in the study area range from 10&#xb0; to 34&#xb0;. Among them, the sub-basins with slopes ranging from 25&#xb0; to 34&#xb0; are mainly concentrated in the area between the northern section of the Lancangjiang fault zone and the northern section of the Weixi-Qiaohou fault zone (such as 1 to 26 sub-basins). After entering the middle reaches, the areas with high slopes are mainly distributed along the Lancangjiang fault zone (such as 49, 50, 88, etc. sub-basins). The sub-basins with slopes ranging from 20&#xb0; to 25&#xb0; are concentrated at the &#x201c;S&#x201d;-shaped bend of the Lancangjiang fault (103&#x2013;130 sub-basins), the middle and northern sections (27, 38 sub-basins) and the southern section (83, 87, 89 sub-basins) of the Weixi-Qiaohou fault zone, as well as the northern section of the Lanping-Yongping fault zone (such as 59, 64, 69, 85, etc. sub-basins). The number of sub-basins with slopes ranging from 10&#xb0; to 20&#xb0; is the largest. As shown in <xref ref-type="fig" rid="F4">Figure 4E</xref>, the slope also presents a spatial pattern of being higher in the north and lower in the south.</p>
</sec>
<sec id="s4-6">
<title>4.6 Distribution characteristics of water system</title>
<p>The river network of the Lancang River is well-developed. The water systems in the upper reaches and the upper-middle reaches mostly originate from mountains. The watershed is a mountain range extending in the NW-SE direction. The main trunk river cuts through the mountains along the direction and flows in the NW-SE direction, while the tributaries cut across the accretionary wedge mountains trending in the NW-SE direction and flow in the SW-NE direction. In the water system of the middle reaches, the main trunk river extends in the SW-NE direction along the mountains, and some local tributaries cut across the mountains and flow nearly in the E-W direction.</p>
<p>In addition, as shown in <xref ref-type="fig" rid="F1">Figures 1B</xref>, <xref ref-type="fig" rid="F3">3</xref>, in the upstream sub-basins, the lengths of tributaries are the shortest and the areas of sub-basins are the smallest. In the middle and upstream sub-basins, the tributaries in the western part are relatively short in length and the sub-basins are relatively small in area, while the tributaries in the eastern part are relatively long in length and the sub-basins are relatively large in area. The sub-basins in the middle reaches are relatively large in area and the river systems are also long.</p>
</sec>
</sec>
<sec id="s5">
<title>5 Analysis</title>
<sec id="s5-1">
<title>5.1 Analysis of geomorphologic feature</title>
<p>The average value of <italic>HI</italic> is 0.44, indicating that the geomorphic evolution of the middle and upper reaches of the Yunnan section of the Lancang River Basin is generally in its middle age. Among them, the <italic>HI</italic> values in the vicinity of Cangshan Mountain and Eryuan County (sub-basins 42, 43, 45, 47, 56, 68, 71, 77, 82, 84, 86, 87, 89, 91) range between 0.14 and 0.35 (<xref ref-type="fig" rid="F3">Figures 3</xref>, <xref ref-type="fig" rid="F4">4A</xref>), suggesting that the geomorphic evolution has entered the old age. The <italic>HI</italic> values of sub-basins 10, 20, 51, and 101 are greater than 0.6, indicating that the geomorphic evolution in these areas is still in the young age. The number of sub-basins with a <italic>BS</italic> value greater than 2.3 is the smallest, followed by those with a <italic>BS</italic> value between 1.5 and 2.3, and the number of sub-basins with a <italic>BS</italic> value less than 1.5 is the largest. That is to say, the shapes of the sub-basins of the Yunnan section of the Lancang River Basin are mainly circular and square. In the middle and upper reaches of Yunnan section of Lancang River Basin, there are numerous first-and second-order water systems perpendicular to the mountains in the upper reaches. In the middle reaches, the first- and second-order water systems are parallel to the mountains or form a low angle with them. This indicates that the orogenic belt in the upper reaches of the Yunnan section of the Lancang River Basin formed earlier, and the water system is in the late drainage stage. While the orogenic belt in the middle reaches formed later, and the water system is still in the early drainage stage (<xref ref-type="bibr" rid="B15">Guo and Li, 2024</xref>).</p>
</sec>
<sec id="s5-2">
<title>5.2 Analysis of geomorphologic influencing factors</title>
<sec id="s5-2-1">
<title>5.2.1 Climate factors</title>
<p>Climate is an important factor influencing geomorphic development. It mainly controls the runoff of rivers through precipitation, affects the erosion and transportation of rivers, and further influences the development and evolution of the geomorphology in the river basin (<xref ref-type="bibr" rid="B36">Qin et al., 2023</xref>). Based on the annual precipitation data obtained from the China Meteorological Data Network (<ext-link ext-link-type="uri" xlink:href="http://data.cma.cn/site/index.html">http://data.cma.cn/site/index.html</ext-link>), this paper uses ArcGIS10.2 to overlay and process the precipitation data, and obtains the spatial distribution of the average annual precipitation of the Lancang River from 2000 to 2021 (<xref ref-type="fig" rid="F5">Figure 5A</xref>).</p>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption>
<p>Map of rainfall <bold>(a)</bold> and rock formation distribution <bold>(b)</bold> in the study area.</p>
</caption>
<graphic xlink:href="feart-13-1594817-g005.tif"/>
</fig>
<p>As shown in <xref ref-type="fig" rid="F5">Figure 5A</xref>, the precipitation in the study area is characterized by low precipitation in the upper reaches and high precipitation in the middle reaches. The annual average precipitation is 603&#x223c;1,298 mm, and the differences are manifested in both the north-south and east-west sections. If the influences of geological structures and lithology are excluded, the erosive effect of rainfall on the earth&#x2019;s surface strengthens from the upper reaches along the Lancang River Valley towards the lower reaches and from the east to the west. Correspondingly, the values of <italic>HI</italic>, <italic>BS</italic>, and <italic>SL</italic> should become smaller, while the slope and topographic relief should become larger. However, as shown in <xref ref-type="fig" rid="F6">Figures 6A,B,D</xref>, in the upstream area (sub-basins 1&#x2013;20), the precipitation is low, with high relief and slope and a low <italic>BS</italic> value. In contrast, in the mid-upstream area (such as sub-basins 51, 55, 62, etc.), the precipitation is relatively high, with low relief and slope and a high <italic>BS</italic> value. From the perspective of the same latitude, as shown in <xref ref-type="fig" rid="F6">Figures 6C,F</xref>, in the area of Jianchuan-Eryuan where the precipitation is low, the values of <italic>HI</italic> and <italic>SL</italic> are low. While in the Lancang River Valley area at the same latitude, the values of <italic>HI</italic> and <italic>SL</italic> are high, which are also inconsistent with the theory.</p>
<fig id="F6" position="float">
<label>FIGURE 6</label>
<caption>
<p>Distribution map of slope <bold>(a)</bold>, relief <bold>(b)</bold>, <italic>SL</italic> <bold>(c)</bold>, <italic>BS</italic> <bold>(d)</bold>, geomorphologic entropy <bold>(e)</bold> and <italic>HI</italic> value <bold>(f)</bold> in the study area.</p>
</caption>
<graphic xlink:href="feart-13-1594817-g006.tif"/>
</fig>
<p>In conclusion, this paper believes that precipitation may only weaken the response of various geomorphic parameters to tectonic movements, but it does not play a decisive role in the geomorphic indices within the river basin. Instead, the distribution of precipitation may be controlled by the topography and tectonic activities of the river basin (<xref ref-type="bibr" rid="B15">Guo and Li, 2024</xref>). This is consistent with the research results of previous studies in related areas (<xref ref-type="bibr" rid="B39">Sun et al., 2024</xref>).</p>
</sec>
<sec id="s5-2-2">
<title>5.2.2 Lithological factors</title>
<p>Granite and monzonitic granite are mainly distributed in the area of Fengqing County and Yun County in the southwest. Gneiss, slate, phyllite and greenschist are mainly developed along both banks of the Lancang River and in the area from Eryuan County to Dali City. Sand, gravel and clay are concentrated in Dali City, Eryuan County and Jianchuan County. In other regions, sandstone, mudstone and conglomerate are more common. According to the rock strength classification (<xref ref-type="bibr" rid="B43">Topal and Mustafa, 2023</xref>), slate, phyllite and greenschist in the basin have the strongest anti-erosion ability, and the geomorphology in the corresponding distribution areas is mostly composed of high mountains. Granite and monzonitic granite have a moderate anti-erosion ability, and the geomorphology in the corresponding distribution areas is mostly composed of medium-high mountains.Sandstone, mudstone and conglomerate have a weak anti-erosion ability, and the geomorphology in the corresponding distribution areas is mountain basins. Quaternary sand, gravel and clay have the weakest anti-erosion ability, and the corresponding distribution areas are mostly alluvial fans.</p>
<p>As shown in <xref ref-type="fig" rid="F5">Figure 5B</xref>, without considering other factors such as tectonics and precipitation, the anti-erosion ability is characterized by weak in the middle, strongest in the southwest, and second in other regions. That is to say, the relief and slope of the river basin should be large in the middle, low in the southwest, and second in other regions. The values of <italic>HI</italic>, <italic>BS</italic> and <italic>SL</italic> should be low in the middle, high in the southwest, and second in other regions. However, in actual situations, the high values of the topographic slope in the river basin are mainly distributed along the Lancang River Valley (sub-basins 1&#x2013;20). The relief also shows the characteristics of being high in the upstream (sub-basins 1-9) and low in the middle reaches (sub-basins 121&#x2013;124). The high values of <italic>SL</italic> and <italic>HI</italic> are mainly distributed along the Lancang River (<xref ref-type="fig" rid="F6">Figures 6C,F</xref>), while the values of <italic>HI</italic> and <italic>SL</italic> are low in the eastern and southwestern parts. The <italic>BS</italic> values are high in the central, eastern, and southern parts but low in the upstream, which does not match the distribution of the anti-erosion ability of the lithology.</p>
<p>In conclusion, we believe that lithology is not the main controlling factor affecting the geomorphic indices.</p>
</sec>
<sec id="s5-2-3">
<title>5.2.3 Tectonic factors</title>
<p>Through the previous discussions, neither precipitation nor lithology is the main controlling factor for the geomorphic evolution of the middle and upper reaches of the Yunnan section of the Lancang River Basin. Therefore, we believe that the geomorphic evolution of the study area is mainly controlled by the differential uplift movement of regional faults, that is, the geomorphic parameter values of each sub-basin are closely related to the tectonic activities in this area and the surface processes such as uplift and subsidence caused by these activities.</p>
<p>Since the Cenozoic era, the Qinghai-Tibet Plateau has experienced multiple phases of tectonic uplift and planation processes. Entering the Quaternary period, the neotectonic movement has mainly been vertical, characterized by the integrity of uplift, regional differences, and stage-by-stage features (<xref ref-type="bibr" rid="B50">Yang et al., 1982</xref>). Among the active tectonic activities on the Qinghai-Tibet Plateau, a series of active tectonic zones extending in a nearly S-N direction are the most intense and prominent, which are clearly reflected in the geomorphology (<xref ref-type="bibr" rid="B18">Han, 1984</xref>). The <italic>HI</italic>, relief, slope, and <italic>SL</italic> in the study area are mainly distributed on both sides of the Lancangjiang fault, the Lanping-Yongping fault, and the Weixi-Qiaohou fault in the upper reaches, which may be caused by the active tectonics moving from north to south. Moreover, the <italic>HI</italic>, relief, and slope in the upper reaches of the Lancang River are generally higher than those in the middle reaches. This difference is caused by the different uplift amplitudes in the upper and middle reaches, and it also well reflects the existence of differences in the neotectonic movement of the Quaternary period within the study area. Taking the area where the Weixi-Qiaohou fault is located as an example, as a Holocene fault, field geological surveys have found that the fault trace in the northern section of this fault is more obvious and the fault slip rate is relatively high (<xref ref-type="bibr" rid="B7">Chang et al., 2016</xref>; <xref ref-type="bibr" rid="B24">Li et al., 2023</xref>). Correspondingly, the <italic>HI</italic>, relief, slope, and overall <italic>SL</italic> in the northern section are relatively high.</p>
<p>In addition, as shown in <xref ref-type="fig" rid="F7">Figure 7A</xref>, three levels of peak surfaces have developed in the study area. The elevation of the third-level peak surface ranges from 3,700 to 4,000 m, the elevation of the second-level peak surface ranges from 3,200 to 3,400 m, and the elevation of the first-level peak surface ranges from 2,900 to 3,100 m, which indicates that the tectonic activities in this area are active and multiple tectonic activities have occurred. Around each fault zone, as shown in <xref ref-type="fig" rid="F7">Figures 7A,B,D</xref>, the elevation, relief, slope, and <italic>SL</italic> value have all undergone changes in elevation, which also shows that the differential activities of the faults control the changes in geomorphic parameters. Especially in the area sandwiched between the Lancangjiang fault and the Lanping-Yongping fault zone, as shown in <xref ref-type="fig" rid="F7">Figures 7A&#x2013;D</xref>, the values of relief, slope, <italic>SL</italic>, and <italic>HI</italic> reach the highest in the profile, which indicates that the sandwiched area is controlled by the two faults, and the topographic relief and slope are relatively high. As for the <italic>BS</italic> value, it shows a steadily rising trend in the area sandwiched between the Lancangjiang fault and the Lanping-Yongping fault zone (<xref ref-type="fig" rid="F7">Figure 7E</xref>), which is speculated to be related to the relatively low geomorphic information entropy value (<xref ref-type="fig" rid="F6">Figure 6E</xref>). This sandwiched area is located in the west, close to the Qinghai-Tibet Plateau, and is more susceptible to the influence of the uplift of the Qinghai-Tibet Plateau. This leads to a strong confrontation between internal and external geological activities in this area, strengthens the river erosion effect, and promotes the development of the river basin shape towards a circular form (<xref ref-type="bibr" rid="B38">Su et al., 2016</xref>). Therefore, the closer to the western side, the lower the <italic>BS</italic> value.</p>
<fig id="F7" position="float">
<label>FIGURE 7</label>
<caption>
<p>A&#x2013;A&#x2032; section of elevation <bold>(a)</bold>, slope <bold>(b)</bold>, <italic>HI</italic> value <bold>(c)</bold>, <italic>SL</italic> <bold>(d)</bold>, <italic>BS</italic> <bold>(e)</bold> in the study area.</p>
</caption>
<graphic xlink:href="feart-13-1594817-g007.tif"/>
</fig>
<p>Based on the above, the overall variation trend of the geomorphic parameter values in the study area is consistent with the geometric space of the faults and the intensity of the tectonic activities, indicating that the geomorphic parameters in the region are significantly affected by tectonic forces. This is consistent with the previous studies (<xref ref-type="bibr" rid="B39">Sun et al., 2024</xref>) which pointed out that tectonic activities are the main influencing factors for the geomorphic changes in the southern section of the Lancangjiang fault in Yunnan Province.</p>
</sec>
</sec>
<sec id="s5-3">
<title>5.3 Analysis of geomorphologic and tectonic indicators</title>
<sec id="s5-3-1">
<title>5.3.1 Relief and slope</title>
<p>As shown in <xref ref-type="fig" rid="F5">Figure 5B</xref>, in the northern part of the study area, sandstone and medium-to-high grade metamorphic rocks are mainly exposed. In the central part, sandstone is the main outcrop. In the southern part, medium-to-high grade metamorphic rocks, granite and sandstone are developed. Theoretically, due to the different anti-erosion abilities of the three lithologies, and on the premise that there is more rainfall in the middle reaches and less rainfall in the upstream of the study area, and the anti-erosion ability of the middle reaches is lower than that of the upstream, the denudation and erosion ability of the rivers in the northern part should be lower than that in the middle reaches. Consequently, the relief and slope in the upstream should be lower than those in the middle reaches. In fact, as shown in <xref ref-type="fig" rid="F6">Figures 6A,B</xref>, the overall relief and slope in the upstream are greater than those in the mid-upstream and middle reaches. Moreover, the high values of the relief and slope in the middle reaches are mostly near the Lancangjiang fault. This is related to the fact that tectonic activities lead to the uplift of mountains, which increases the slope and relief of the geomorphology, causing the geomorphic evolution to progress towards the prime and juvenile stages (<xref ref-type="bibr" rid="B51">Yao et al., 2023</xref>). That is, the high relief and slope in the upstream indicate strong tectonic activity intensity.</p>
</sec>
<sec id="s5-3-2">
<title>5.3.2 Stream length-gradient index</title>
<p>
<italic>SL</italic> is very sensitive to changes caused by lithological erosion or tectonic activities. Relevant studies have linked high <italic>SL</italic> values to tectonic uplift and the erosion resistance of lithology, while low values may be related to tectonically stable areas or sedimentary areas (<xref ref-type="bibr" rid="B3">Buczek and G&#xf3;rnik, 2020</xref>). The above studies indicate that geomorphic indices are not greatly affected by lithology. Then, the overall decrease of the <italic>SL</italic> value from the upper reaches to the middle reaches (<xref ref-type="fig" rid="F6">Figure 6C</xref>) more comprehensively reflects the trend of the decrease in the intensity of tectonic activities from the upper reaches to the middle reaches. Moreover, in the area sandwiched between the Lancangjiang fault and the Weixi-Qiaohou fault in the upper reaches, the area sandwiched between the Lancangjiang fault and the Lanping-Yongping fault in the middle reaches, and the junction area between the Lancangjiang fault and the Nantinghe fault in the lower part of the middle reaches, the <italic>SL</italic> values are relatively high, indicating that the tectonic activities in the sandwiched areas are jointly controlled by multiple faults and are relatively strong.</p>
</sec>
<sec id="s5-3-3">
<title>5.3.3 Basin shape index</title>
<p>As shown in <xref ref-type="fig" rid="F4">Figure 4C</xref>, the long and narrow and square sub-basins (with a <italic>BS</italic> value greater than 1.5) in the area are mainly concentrated in the area sandwiched between the Weixi-Qiaohou fault, the Lanping-Yongping fault and the Lancangjiang fault, as well as the intersection area of the Nantinghe fault and the Lancangjiang fault. This indicates that the faults in the area have a certain controlling effect on the development of the shape of the river basin. As for the area sandwiched between the Weixi-Qiaohou fault and the Lancangjiang fault in the upper reaches, it has a relatively high slope and relief, the tectonic activity is relatively strong (<xref ref-type="fig" rid="F6">Figures 6A,B</xref>). However, the <italic>BS</italic> value is relatively low (<xref ref-type="fig" rid="F6">Figure 6D</xref>). It is speculated that this is related to the low geomorphic information entropy, and the strong confrontation between internal and external forces accelerates the river erosion and lateral bending effects (<xref ref-type="bibr" rid="B38">Su et al., 2016</xref>). In the middle reaches, the slope and relief are low, the tectonic activities are weak, the geomorphic information entropy is high, the confrontation between internal and external forces is weak. The river erosion and lateral bending effects are weakened, the transformation of the sub-basin morphology is weak, and the long and narrow shape is maintained. At the &#x201c;S&#x201d;-shaped turn of the Lancang River, the slope, relief and <italic>SL</italic> indicate low tectonic activities, but the entropy value is high, indicating that the confrontation between internal and external geological forces is weak, and the river erosion and lateral bending effects are not strong. Therefore, the <italic>BS</italic> value is relatively high, and the shape is mainly of the transitional type.</p>
</sec>
<sec id="s5-3-4">
<title>5.3.4 Hypsometric integral</title>
<p>As shown in <xref ref-type="fig" rid="F6">Figure 6F</xref>, the areas with high <italic>HI</italic> values are consistent with the strike of the fault structures, which indicates that the <italic>HI</italic> values are more likely to reflect the strength of tectonic activities. <xref ref-type="bibr" rid="B20">Hong et al. (2019)</xref>, based on the relative intensities of uplift and erosion, proposed a detailed classification scheme for <italic>HI</italic>: (1) <italic>HI</italic> &#x3e; 0.43 and <italic>HI</italic> &#x3c; 0.43 respectively indicate the uplift and erosion stages; (2) <italic>HI</italic> &#x3e; 0.60 represents the strong uplift period (juvenile stage). The prime stage is further subdivided into the slow uplift period (0.5&#x3c;<italic>HI</italic> &#x3c; 0.60), the uplift attenuation period (0.43&#x3c;<italic>HI</italic> &#x3c; 0.51) and the uplift stagnation period (0.35&#x3c;<italic>HI</italic> &#x3c; 0.43), and <italic>HI</italic> &#x3c; 0.35 is the erosion and down-cutting period (senile stage).</p>
<p>As shown in <xref ref-type="fig" rid="F8">Figure 8A</xref>, the areas in the study region where the <italic>HI</italic> value is less than 0.43 are mainly distributed in the areas of Jianchuan-Eryuan-Yangbi-Dali City and the southern part of the middle reaches of the Lancang River. This indicates that these two areas are in the erosion stage, and the corresponding relief, slope, and <italic>SL</italic> are low. The regions with <italic>HI</italic> &#x3e; 0.51 are located in the south of Deqin County and the south of Weixi County respectively, indicating that the regions are in the uplift stage, with high topographic relief, slope and <italic>SL</italic>. The areas with 0.43&#x3c;<italic>HI</italic> &#x3c; 0.51 are mainly distributed in the area of Yunlong-Yongping- Luning, indicating that the tectonic uplift in this area continues, but it is in the attenuation stage, and the corresponding topographic relief, slope gradient and river gradient index are at a relatively high level.</p>
<fig id="F8" position="float">
<label>FIGURE 8</label>
<caption>
<p>Map of <italic>HI</italic> zoning <bold>(a)</bold> and Water system distribution <bold>(b)</bold> in the study area.</p>
</caption>
<graphic xlink:href="feart-13-1594817-g008.tif"/>
</fig>
</sec>
</sec>
</sec>
<sec sec-type="discussion" id="s6">
<title>6 Discussion</title>
<sec id="s6-1">
<title>6.1 Demonstration of the tectonic significance about geomorphology</title>
<p>Previous researchers pointed out that using the sliding rate of the active rupture can quantitatively describe the present-day tectonic deformation (<xref ref-type="bibr" rid="B32">Lu et al., 2023</xref>), so we combined the sliding rate of the previous study and the results of the field survey to verify the reasonableness of the tectonic significance of the geomorphic parameters.</p>
<p>The <italic>HI</italic> values in the southern section of the Lanping-Yongping fault zone range from 0.43 to 0.51, and the <italic>HI</italic> values in the northern section range from 0.51 to 0.60. The slope and relief values also show a similar distribution, indicating that the tectonic strength of the northern section of this fault zone is higher than that of the southern section. However, due to the lack of research on the slip rate of this fault, there is a lack of corresponding evidence. In the study area, the <italic>HI</italic> values of the southern section of the Longpan-Qiaohou fault exposed range from 0.14 to 0.43, and the SL index is also low, indicating that the activity of the southern section of this fault is weak, which is consistent with the result that the vertical slip rate of the fault is low (0.05&#x2013;0.13 mm/a) (<xref ref-type="bibr" rid="B41">Tan, 2014</xref>). For the Weixi-Qiaohou fault, the <italic>HI</italic> values of the southern section range from 0.35 to 0.43, and the <italic>HI</italic> values of the northern section range from 0.43 to 0.66. The slope and relief also show the same variation. Moreover, the geomorphic information entropy of the northern section of the fault is low, indicating that the tectonic activities and the confrontation between internal and external forces in the northern section are also strong. The field geologic survey also found that the vertical sliding rate of the rift increases from south to north, in the order of 0.18&#x223c;0.32 mm/a (<xref ref-type="bibr" rid="B7">Chang et al., 2016</xref>), 0.30&#x223c;0.35 mm/a (<xref ref-type="bibr" rid="B8">Chang et al., 2022</xref>), and 0.3&#x223c;0.4 mm/a (<xref ref-type="bibr" rid="B29">Li et al., 2023</xref>). The Lancangjiang fault, with <italic>HI</italic> values between 0.14&#x223c;0.35 at the large &#x201c;S&#x201d;-shaped bend, and <italic>HI</italic> values between 0.43&#x223c;0.66 to the north of the large &#x201c;S&#x201d;-shaped bend, shows the characteristics of high in the south and low at thelarge &#x201c;S&#x201d;-shaped bend. And the slope, relief, and <italic>SL</italic> values change accordingly, i.e., there is a difference in tectonic deformation of the Lancangjiang fault with the large &#x201c;S&#x201d;-shaped bend as the dividing line. <xref ref-type="bibr" rid="B49">Yan (2017)</xref> had the same understanding when analyzing the deformation of the Lancangjiang fault: the slip deformation near the large &#x201c;S&#x201d;-shaped bend is 0.5 mm/a, and the regional deformation north of large &#x201c;S&#x201d;-shaped bend is 1.9 mm/a. As for the Nantinghe fault, the northeastern section of the fault zone is exposed in the study area. Its <italic>HI</italic> value is low, ranging from 0.35 to 0.43, indicating that the tectonic deformation in the fault zone is weak. This is consistent with the conclusion drawn from previous field investigations that the activity of the northeastern section is significantly weaker (<xref ref-type="bibr" rid="B46">Wang et al., 2006</xref>).</p>
<p>In summary, we believe that the geomorphological parameters of the middle and upper reaches of the Yunnan section of the Lancang River Basin are reasonable indicators of tectonic activity.</p>
</sec>
<sec id="s6-2">
<title>6.2 Discussion on the relationship between tectonic activity and the pattern of river systems</title>
<p>As shown in <xref ref-type="fig" rid="F8">Figure 8B</xref>, the strike of the faults within the river basin is in good agreement with the direction of the river channels, indicating that the strike of the faults has an obvious controlling effect on the flow direction of the river channels. There are two very typical cases. One is that the flow direction of the main stream of the Lancang River is consistent with the strike of the Lancangjiang fault. Especially at the bend in the middle reaches, the Lancangjiang fault is distributed in an &#x201c;S&#x201d; shape, and the flow direction of the Lancang River channel also shows an &#x201c;S&#x201d; shape. The other is that the flow direction of the upper reaches of the Yangbi River is consistent with the strikes of the Weixi-Qiaohou fault and the Longpan-Qiaohou fault. Taking the Yangbi River and the Luozha River as examples below, we will explore the relationship between tectonic activities and the pattern of the river system.</p>
<p>In the Yangbi River Basin, the Weixi-Qiaohou fault trending northwest and the Longpan-Qiaohou fault trending northeast are exposed in the upper reaches. There are two tributaries: the eastern and western tributaries. The western tributary originates from Jianchuan County, and the eastern tributary originates from Eryuan County.In the upper reaches area, the courses of the eastern and western tributaries of the Yangbi River are consistent with the strike of the Longpan-Qiaohou fault, that is, the river flows from northeast to southwest. The western tributary makes a turn at the intersection of the faults, evolving from the previous southwest-oriented channel into a southeast-oriented channel. The eastern tributary also makes the same channel turn near Eryuan County and is consistent with the strike of the Weixi-Qiaohou fault. This indicates that the strikes of the Weixi-Qiaohou fault and the Longpan-Qiaohou fault control the flow directions of the eastern and western tributaries of the Yangbi River. In the Luozha River Basin near Yun County, Fengqing County and Changning County, the upper reaches of the river maintain the same flow direction as the Lancangjiang fault, that is, the channel is oriented southeast. Near the Nantinghe fault, the river channel deflects and the flow direction changes to northeast. This channel deflection is related to the dislocation of the river system caused by the strike-slip of the Nantinghe fault. In the lower reaches, the flow direction of the Luozha River changes and it turns to flow east-west into the main stream of the Lancang River.</p>
<p>The above research shows that <italic>HI</italic> indicates that the upstream and the western part of the mid-upstream are generally in a stage of slow tectonic uplift (with some local areas in a stage of intense uplift), and the tectonic situation is unstable. The river system does not have sufficient time and space for development, and it is in an incompletely developed state or a newly formed state (<xref ref-type="bibr" rid="B26">Li et al., 2021</xref>). Therefore, as shown in <xref ref-type="fig" rid="F1">Figures 1B</xref>, <xref ref-type="fig" rid="F3">3</xref>, the tributaries in the corresponding area are short, and the area of the sub-basins is small. In the area of Jianchuan-Eryuan-Yangbi-Dali City, the <italic>HI</italic> value is less than 0.43, indicating that it is in the erosion stage and the tectonic situation is relatively stable. This provides more development time and space for the development of each tributary. The river length of sub-basins is longer than that in the western, and the area of sub-basins is also larger than that of the western part at the same latitude. The middle reaches are in the erosion period, which provides good development space and time for the development of the river, and the area of sub-basins is also relatively large. As shown in <xref ref-type="fig" rid="F8">Figure 8B</xref>, the river system is relatively well-developed.</p>
<p>In conclusion, we believe that the asymmetric pattern of the river system between the east and the west and the uneven pattern between the upper and middle reaches of Yunnan section of the Lancang River Basin, as well as the formation of the flow direction of the river channels, are related to the tectonic uplift and deformation of the region.</p>
</sec>
</sec>
<sec sec-type="conclusion" id="s7">
<title>7 Conclusion</title>
<p>Through the analysis of the relief, slope, <italic>HI, SL, BS</italic>, and geomorphic information entropy in the Yunnan section of the Lancang River Basin, the geomorphic characteristics of the river basins in the area were systematically summarized. Based on the analysis of faults, rainfall, and lithology, the main controlling factors of the geomorphology were analyzed. Combined with the slip rate, the tectonic significance of the geomorphology of the river basins was verified. Finally, the influence of tectonic uplift and deformation on the development of the river system in the Yunnan section of the Lancang River was discussed. The main conclusions are as follows:<list list-type="simple">
<list-item>
<p>(1) The distributions of relief, slope, <italic>HI, SL</italic>, and <italic>BS</italic> are mainly controlled by tectonic activities, and the influences of rock strata and rainfall on the geomorphology are limited. The relief, slope, <italic>HI</italic>, and <italic>SL</italic> can well reflect the characteristics of regional tectonic geomorphology and activities. Among them, the slope and relief degree indicate that the tectonic activities decrease from the upstream to the middle reaches. <italic>HI</italic> indicates that the Yunnan section of the Lancang River Basin is generally in its prime stage, and <italic>SL</italic> indicates that the tectonic activities in the area sandwiched by faults are strong.</p>
</list-item>
<list-item>
<p>(2) In the area, the tectonic uplift in Jianchuan-Eryuan-Yangbi-Dali City and the southern part of the middle reaches of the Lancang River has stagnated and evolved towards the erosion-deposition stage. The southern part of Deqin County and the southern part of Weixi County are in the uplift stage, while the tectonic uplift in the area of Yunlong-Yongping-Luning has entered the attenuation stage.</p>
</list-item>
<list-item>
<p>(3) In the area, the activity intensity of the Lanping-Yongping fault and the Weixi-Qiaohou fault decreases from north to south. The activity intensity at the big bend of the Lancangjiang fault is low, and the tectonic activities in the northern section are strong. The tectonic deformation in the southern section of the Longpan-Qiaohou fault and the northeastern section of the Nantinghe fault is weak.</p>
</list-item>
<list-item>
<p>(4) Affected by tectonic activities and faults, the secondary river systems in the upstream of the study area are in the vertical drainage stage, and the secondary river systems in the downstream are in the longitudinal drainage stage. The overall river system is still in the longitudinal drainage stage. The pattern of the river system in the area is a macroscopic response to the tectonic uplift and lateral deformation of the middle and upper reaches of Yunnan section of the Lancang River Basin.</p>
</list-item>
</list>
</p>
</sec>
</body>
<back>
<sec sec-type="data-availability" id="s8">
<title>Data availability statement</title>
<p>The original contributions presented in the study are included in the article/<xref ref-type="sec" rid="s14">Supplementary Material</xref>, further inquiries can be directed to the corresponding author.</p>
</sec>
<sec sec-type="author-contributions" id="s9">
<title>Author contributions</title>
<p>SL: Writing &#x2013; original draft, Formal Analysis, Methodology. YQ: Formal Analysis, Supervision, Writing &#x2013; review and editing. NLi: Data curation, Writing &#x2013; review and editing, Methodology. NLu: Writing &#x2013; review and editing, Methodology, Supervision. SY: Methodology, Writing &#x2013; review and editing. YX: Writing &#x2013; review and editing, Methodology. JL: Formal Analysis, Writing &#x2013; review and editing. RL: Writing &#x2013; review and editing, Formal Analysis. HH: Software, Writing &#x2013; review and editing.</p>
</sec>
<sec sec-type="funding-information" id="s10">
<title>Funding</title>
<p>The author(s) declare that financial support was received for the research and/or publication of this article. This study was supported by funds from the 2024 Project of the Key Research Base of Region and Country of Sichuan Province, Centre for Southeast Asian Economy and Culture Studies (No. DNY2401); the 2023 Project of the Key Research Base of Region and Country of Sichuan Province, Centre for Southeast Asian Economy and Culture Studies (No. DNY2304); and the Sichuan Science and Technology Program (No. 2022YFS0488).</p>
</sec>
<sec sec-type="COI-statement" id="s11">
<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 sec-type="ai-statement" id="s12">
<title>Generative AI statement</title>
<p>The author(s) declare that no Generative AI was used in the creation of this manuscript.</p>
</sec>
<sec sec-type="disclaimer" id="s13">
<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>
<sec sec-type="supplementary-material" id="s14">
<title>Supplementary material</title>
<p>The Supplementary Material for this article can be found online at: <ext-link ext-link-type="uri" xlink:href="https://www.frontiersin.org/articles/10.3389/feart.2025.1594817/full#supplementary-material">https://www.frontiersin.org/articles/10.3389/feart.2025.1594817/full&#x23;supplementary-material</ext-link>
</p>
<supplementary-material xlink:href="DataSheet1.zip" id="SM1" mimetype="application/zip" xmlns:xlink="http://www.w3.org/1999/xlink"/>
</sec>
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