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<article xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:oasis="http://docs.oasis-open.org/ns/oasis-exchange/table" dtd-version="3.0">
  <front>
    <journal-meta>
<journal-id journal-id-type="publisher">SE</journal-id>
<journal-title-group>
<journal-title>Solid Earth</journal-title>
<abbrev-journal-title abbrev-type="publisher">SE</abbrev-journal-title>
<abbrev-journal-title abbrev-type="nlm-ta">Solid Earth</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">1869-9529</issn>
<publisher><publisher-name>Copernicus Publications</publisher-name>
<publisher-loc>Göttingen, Germany</publisher-loc>
</publisher>
</journal-meta>

    <article-meta>
      <article-id pub-id-type="doi">10.5194/se-8-721-2017</article-id><title-group><article-title>Soil erosion evolution and spatial correlation analysis in a typical karst
geomorphology using RUSLE with GIS</article-title>
      </title-group><?xmltex \runningtitle{Soil erosion evolution and spatial correlation analysis}?><?xmltex \runningauthor{C. Zeng et al.}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="no" rid="aff1 aff2 aff3">
          <name><surname>Zeng</surname><given-names>Cheng</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1 aff3">
          <name><surname>Wang</surname><given-names>Shijie</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="yes" rid="aff1 aff3">
          <name><surname>Bai</surname><given-names>Xiaoyong</given-names></name>
          <email>baixiaoyong@126.com</email>
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff2">
          <name><surname>Li</surname><given-names>Yangbing</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1 aff3">
          <name><surname>Tian</surname><given-names>Yichao</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff4">
          <name><surname>Li</surname><given-names>Yue</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1 aff3">
          <name><surname>Wu</surname><given-names>Luhua</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff3 aff5">
          <name><surname>Luo</surname><given-names>Guangjie</given-names></name>
          
        </contrib>
        <aff id="aff1"><label>1</label><institution>State Key Laboratory of Environmental Geochemistry, Institute of Geochemistry, Chinese Academy of Sciences,<?xmltex \hack{\newline}?> 99 Lincheng West Road, Guiyang 550081, Guizhou Province, PR China</institution>
        </aff>
        <aff id="aff2"><label>2</label><institution>School of Geographyical and Environmental Sciences, Guizhou Normal University, Guiyang 550001, China</institution>
        </aff>
        <aff id="aff3"><label>3</label><institution>Puding Karst Ecosystem Observation and Research Station, Chinese Academy of Sciences, Puding 562100,<?xmltex \hack{\newline}?> Guizhou Province, PR China</institution>
        </aff>
        <aff id="aff4"><label>4</label><institution>Key Laboratory of State Forestry Administration on Soil and Water Conservation, Beijing Forestry University,<?xmltex \hack{\newline}?> Beijing 100083, China</institution>
        </aff>
        <aff id="aff5"><label>5</label><institution>Institute of Agricultural Ecology and Rural Development, Guizhou Normal College, Guiyang 550018, China</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Xiaoyong Bai (baixiaoyong@126.com)</corresp></author-notes><pub-date><day>3</day><month>July</month><year>2017</year></pub-date>
      
      <volume>8</volume>
      <issue>4</issue>
      <fpage>721</fpage><lpage>736</lpage>
      <history>
        <date date-type="received"><day>6</day><month>January</month><year>2017</year></date>
           <date date-type="rev-request"><day>16</day><month>January</month><year>2017</year></date>
           <date date-type="rev-recd"><day>27</day><month>May</month><year>2017</year></date>
           <date date-type="accepted"><day>30</day><month>May</month><year>2017</year></date>
      </history>
      <permissions>
<license license-type="open-access">
<license-p>This work is licensed under the Creative Commons Attribution 3.0 Unported License. To view a copy of this licence, visit <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/3.0/">https://creativecommons.org/licenses/by/3.0/</ext-link></license-p>
</license>
</permissions><self-uri xlink:href="https://se.copernicus.org/articles/8/721/2017/se-8-721-2017.html">This article is available from https://se.copernicus.org/articles/8/721/2017/se-8-721-2017.html</self-uri>
<self-uri xlink:href="https://se.copernicus.org/articles/8/721/2017/se-8-721-2017.pdf">The full text article is available as a PDF file from https://se.copernicus.org/articles/8/721/2017/se-8-721-2017.pdf</self-uri>


      <abstract>
    <p>Although some scholars have studied soil erosion in karst
landforms, analyses of the spatial and temporal evolution of soil erosion and
correlation analyses with spatial elements have been insufficient. The lack of
research has led to an inaccurate assessment of environmental effects,
especially in the mountainous area of Wuling in China. Soil erosion and rocky
desertification in this area influence the survival and sustainability of a
population of 0.22 billion people. This paper analyzes the spatiotemporal
evolution of soil erosion and explores its relationship with rocky
desertification using GIS technology and the revised universal soil loss
equation (RUSLE). Furthermore, this paper analyzes the relationship between
soil erosion and major natural elements in southern China. The results are as
follows: (1) from 2000 to 2013, the proportion of the area experiencing
micro-erosion and mild erosion was at increasing risk in contrast to areas
where moderate and high erosion are decreasing. The area changes in this time
sequence reflect moderate to high levels of erosion tending to
convert into micro-erosion and mild erosion. (2) The soil erosion area on the slope,
at 15–35<inline-formula><mml:math id="M1" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>, accounted for 60.59 % of the total
erosion area, and the corresponding soil erosion accounted for 40.44 %. (3) The annual erosion rate in the karst region decreased much faster than
in the non-karst region. Soil erosion in all of the rock outcrop areas
indicates an improving trend, and dynamic changes in soil erosion
significantly differ among the various lithological distribution belts. (4) The soil erosion rate decreased in the rocky desertification regions, to
below moderate levels, but increased in the severe rocky desertification
areas. The temporal and spatial variations in soil erosion gradually
decreased in the study area. Differences in the spatial distribution between
lithology and rocky desertification induced extensive soil loss. As rocky
desertification became worse, the erosion modulus decreased and the
decreasing rate of annual erosion slowed.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

<sec id="Ch1.S1" sec-type="intro">
  <title>Introduction</title>
      <p>Soil erosion is one of the most serious environmental problems that affect
the environment and human development worldwide (Higgitt, 1993;
Martínez-Casasnovas et al., 2016; Borrelli et al., 2016). It not only
causes a loss of soil nutrients and land degradation, but also exacerbates
the occurrence of droughts, floods, landslides and other disasters
(Munodawafa, 2007; Park et al., 2011; Rickson, 2014; Arnhold et al., 2014).
Severe soil erosion directly influences the development, application, and
protection of regional resources (Cai and Liu, 2003; Ligonja and Shrestha,
2015). In particular, soil erosion threatens ecological security patterns at
regional and even global scales.</p>
      <p>Many factors affect the evolution of soil erosion in karst areas (Karamesouti
et al., 2016; Krklec et al., 2016; Y. B. Li et al., 2016; Wang et al., 2016;
Wu et al., 2016) because of the complicated natural conditions (Bai et al.,
2013a, b; Tian et al., 2016). Therefore, it is necessary for ecology and soil
erosion research in karst areas to explore the spatial evolution
characteristics of soil erosion and their influencing factors in a karst
area. In the context of global soil erosion and land degradation, traditional
methods, such as runoff plots and watershed hydrological stations, are
inapplicable for the study of soil erosion in karsts. This has caused
fundamental research on soil erosion to lag behind that on soil and water
conservation in karst areas.</p>
      <p>China possesses the most concentrated, widely distributed, and complex areas
of karst landforms worldwide. Guizhou Province is in the center of the karst
landform, which is a typical representation of southern China. Due to the
slow soil formation rate, mismatched water and soil space, specific
geological and hydrological background, and underground structure (Wang and
Li, 2007) in the karst zone, soil erosion in the area is more complex and
unique than in the non-karst zone. Soil erosion in the karst area exhibits a
complex relationship with topography, lithology, and rocky desertification.
In addition to surface soil loss, underground leakage has been observed in
the area. The karst area has minimal environmental capacity and low
restorability of the ecological system (Wallbrink et al., 2002). As such,
soil erosion in the area leads to serious consequences that may restrict the
sustainable development of the local economy in the region.</p>
      <p>Many scholars have studied soil erosion and determined its causes and spatial
evolution. Erosion force (Bai and Wan, 1998; Feng et al., 2011), erosion
processes (Edgington et al., 1991; Cao et al., 2012), soil degradation
(M. Feng et al., 2016; Gao et al., 2015; Guo et al., 2015), and erosion
mechanisms (Hancock et al., 2014) have also been explored. Studies on soil
erosion have been mainly concentrated in non-karst areas or basins
(Fernández and Vega, 2016; Park et al., 2011), whereas few studies have
investigated the fragile ecological–geological environment within the karst
zone. Some scholars have also conducted preliminary studies on soil erosion
in the karst landform areas. For example, Y. Li et al. (2016) evaluated soil
erosion in a typical karst basin by using the RUSLE model and explored the
influence of slope on the temporal and spatial evolution laws of soil erosion
in a karst area. The results indicated that the main erosion on the slope
section in the basin was within 8–25<inline-formula><mml:math id="M2" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>. Yang et al. (2014) analyzed
soil erosion in Chaotiangong County in Guilin using an analytic hierarchy and
fuzzy model; they found that the risk of soil erosion was very high in the
southeastern study area but relatively low in the northwest. Biswas and
Pani (2015) studied soil erosion in the Barakar River basin in eastern India
using the RUSLE model combined with GIS technology; the soil erosion rate is
more than 100 t km<inline-formula><mml:math id="M3" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> a<inline-formula><mml:math id="M4" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, which accounts for only 0.08 % of the total study
area. T. Feng et al. (2016) compared the soil erosion rate between two karst
peak-cluster depression basins in northwestern Guangxi, China, using
<inline-formula><mml:math id="M5" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">137</mml:mn></mml:msup></mml:math></inline-formula>Cs and RUSLE models. Runoff discontinuity and underground seepage on
the karst slope are significant factors to consider in the RUSLE model
because they reduce the effect of slope length. However, previous research
exhibits some deficiencies and limitations. Most studies are conducted in
karst basins or mountain areas (Shi et al., 2004; Terranova et al., 2009) and
analyze the effect of terrain, rainfall, vegetation cover, and other factors
on soil erosion (M. Feng et al., 2016; Ganasri and Ramesh, 2016; Liu et al.,
2016). The effects of soil erosion on rocky desertification and lithology
have been ignored. Few scholars have analyzed the soil erosion evolution in a
karst valley area on a long time sequence or determined the effect of spatial
factors on evolution. Therefore, the available data on the correlation
between soil erosion evolution and spatial factors in the karst zone are
limited, particularly for the mountainous area of Wuling, China. This lack of
knowledge leads to an inaccurate assessment of the environmental effects in
the region; soil erosion and rocky desertification in this area influence the
survival and development of 0.22 billion people. Studying the evolution of
the temporal and spatial distribution of soil erosion in the karst area and
analyzing its correlation with spatial factors remains challenging. Studies
have rarely been conducted worldwide because of a lack of supporting data,
insufficient experience, and lack of applicable technical methods.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F1" specific-use="star"><caption><p>Study area in Guizhou, China <bold>(a, b)</bold>. Study area
remote images <bold>(c)</bold> and topography <bold>(d)</bold>.</p></caption>
        <?xmltex \igopts{width=497.923228pt}?><graphic xlink:href="https://se.copernicus.org/articles/8/721/2017/se-8-721-2017-f01.png"/>

      </fig>

      <p>This paper evaluated typical karst areas in southern China and combined
current surveys on soil types with calculation results from a soil
erodibility test. Soil erosion was analyzed in different periods using a
revised universal soil loss equation (RUSLE) model. The specific aims of
this study were as follows: (1) to identify the evolution of the temporal and
spatial distribution of soil erosion in typical karst areas in southern
China; (2) to explore the relationship between soil erosion and rocky
desertification; and (3) to determine the correlation between soil erosion
and major natural elements and evaluate their ecological effect. This
study improved upon existing research methods and proposes suggestions for
additional research. It provides a basis for macro-decision-making
by government policy makers and environmental managers as well as relevant
data on methodology and references for research into soil erosion in
karst landform areas.</p>
</sec>
<sec id="Ch1.S2">
  <title>Study area</title>
      <p>Yinjiang County is located on the northeastern Guizhou Plateau (China); the
geographical position of the study area is 108<inline-formula><mml:math id="M6" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> 17' to
108<inline-formula><mml:math id="M7" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>48<inline-formula><mml:math id="M8" display="inline"><mml:msup><mml:mi/><mml:mo>′</mml:mo></mml:msup></mml:math></inline-formula> N, 27<inline-formula><mml:math id="M9" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>35<inline-formula><mml:math id="M10" display="inline"><mml:msup><mml:mi/><mml:mo>′</mml:mo></mml:msup></mml:math></inline-formula> to 28<inline-formula><mml:math id="M11" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>28<inline-formula><mml:math id="M12" display="inline"><mml:msup><mml:mi/><mml:mo>′</mml:mo></mml:msup></mml:math></inline-formula> E and the land
area is 196 900 hm<inline-formula><mml:math id="M13" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>. Mount Fanjing, the main peak in the Wuling
Mountains, is located in the east of Yinjiang. The topography is such that the east is
at a high elevation and the west is at a low elevation, sloping from southeast to
northwest. Yinjiang County has a relative elevation difference of 2000 m and
an average altitude of 2480 m (Fig. 1). The study area has a subtropical
monsoonal climate with annual precipitation of 1100 mm. Rainfall occurs mainly
between April and August. The temperature in this area ranges from
<inline-formula><mml:math id="M14" display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>3.1 to 29.8 <inline-formula><mml:math id="M15" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>C with an annual average of 16.8 <inline-formula><mml:math id="M16" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>C. The highest monthly temperature occurs in July, and the
lowest occurs in January. The vegetation is primarily composed of evergreen
broad-leaved forest, coniferous forest, evergreen deciduous broad-leaved
mixed forest, and temperate coniferous mixed forest. The vegetation coverage
increased from 49.1 to 58.5 % during the study period.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F2" specific-use="star"><caption><p>Study area geological background: soil map <bold>(a)</bold>,
lithology <bold>(b)</bold>, and rocky desertification <bold>(c)</bold>.</p></caption>
        <?xmltex \igopts{width=497.923228pt}?><graphic xlink:href="https://se.copernicus.org/articles/8/721/2017/se-8-721-2017-f02.png"/>

      </fig>

      <p>Carbonate rocks are widely distributed in Yinjiang County, accounting for
60.06 % of the total area (Fig. 2b). During karst activity, the mantle rock
is discontinuous with underground fissures and karst development. Widely
distributed soil erosion led to a thin soil layer in the study area and a
fragile ecology. Yinjiang County has suffered from different degrees of
rocky desertification, accounting for 57.69 % of the total area of the
whole county (Fig. 2c). Rocky desertification has been mainly caused by soil
erosion due to unsustainable land use. According to the classification of
soil zonality, the zonal soil is yellow soil in the study area, but a large
area is distributed with lime soil. Moreover, based on the site survey,
mountain shrub meadow soil, soil mud, a purple mud field, a tidal sand mud
field, and other soil types are distributed in Yinjiang (Fig. 1a). All of
these factors are dominant in a typical karst area.</p>
</sec>
<sec id="Ch1.S3">
  <title>Materials and methods</title>
<sec id="Ch1.S3.SS1">
  <title>Data sources</title>
      <p>The related data collected based on the RUSLE model mainly include the
following: (1) monthly rainfall data in the study area for 2000, 2005, and
2013 from the Tongren Meteorological Bureau (<uri>http://tongren04264.11467.com</uri>).
(2) A soil database was established according to a current survey of soil
types, particle size, and the content of organic substances in various soil types
that are mainly based on Chinese soil records. (3) A digital elevation model (DEM) was obtained
from a Chinese remote-sensing satellite ground station at the Chinese
Academy of Sciences (<uri>http://www.cas.cn</uri>), with a spatial resolution of 30 m.
(4) ArcGIS 10.0 was used to determine the three study periods of the NDVI
data from the Chinese geospatial data cloud platform
(<uri>http://www.gscloud.cn</uri>). (5) Landsat 7 OLI and Landsat 8 OLI remote sensing
images (P126, R40 and P126, R41) were synthesized in ArcGIS 10.0 for
stitching and cutting using the data from the Chinese geospatial data cloud
platform, with a spatial resolution of 30 m; based on these data, a land-use
map was drawn in ArcGIS 10.0 software. The Albers equal-area conic projection was used
for a geographic coordinate system.</p>
</sec>
<sec id="Ch1.S3.SS2">
  <title>RUSLE model</title>
      <p>The RUSLE model (Renard et al., 1997) is an empirical model revised from the
USLE model for predicting soil erosion. The calculation is as follows:
            <disp-formula id="Ch1.E1" content-type="numbered"><mml:math id="M17" display="block"><mml:mrow><mml:mi>A</mml:mi><mml:mo>=</mml:mo><mml:mi>R</mml:mi><mml:mo>×</mml:mo><mml:mi>K</mml:mi><mml:mo>×</mml:mo><mml:mi>L</mml:mi><mml:mo>×</mml:mo><mml:mi>S</mml:mi><mml:mo>×</mml:mo><mml:mi>C</mml:mi><mml:mo>×</mml:mo><mml:mi>P</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
          where <inline-formula><mml:math id="M18" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula> [US unit t km<inline-formula><mml:math id="M19" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> a<inline-formula><mml:math id="M20" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>] refers to
the amount of soil loss per unit area in time and space and depends on the
<inline-formula><mml:math id="M21" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math id="M22" display="inline"><mml:mi>R</mml:mi></mml:math></inline-formula> units. <inline-formula><mml:math id="M23" display="inline"><mml:mi>R</mml:mi></mml:math></inline-formula> [MJ mm (hm<inline-formula><mml:math id="M24" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> h a)<inline-formula><mml:math id="M25" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>] refers to the
rainfall erosivity factor in consideration of the erosion of snowmelt runoff.
<inline-formula><mml:math id="M26" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> [t hm<inline-formula><mml:math id="M27" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> h (hm<inline-formula><mml:math id="M28" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> MJ mm)<inline-formula><mml:math id="M29" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>] refers to the soil
erodibility factor, which is the soil loss rate of specific soil rainfall
erosivity per unit measured in a standard plot. <inline-formula><mml:math id="M30" display="inline"><mml:mi>L</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math id="M31" display="inline"><mml:mi>S</mml:mi></mml:math></inline-formula> refer to the slope aspect factor.
<inline-formula><mml:math id="M32" display="inline"><mml:mi>C</mml:mi></mml:math></inline-formula> refers to the coverage factor for vegetation. <inline-formula><mml:math id="M33" display="inline"><mml:mi>P</mml:mi></mml:math></inline-formula> refers to the
conservation measure factor, which includes engineering and tillage measure
factors.</p>
<sec id="Ch1.S3.SS2.SSS1">
  <?xmltex \opttitle{Rainfall erosivity factor ($R)$}?><title>Rainfall erosivity factor (<inline-formula><mml:math id="M34" display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula></title>
      <p>Rainfall erosivity represents the potential ability of rainfall to induce
erosion. Rainfall erosivity is the primary factor that should be considered
in the soil loss equation and is related to rainfall, duration of rainfall,
and rainfall energy. This factor reflects the effect of rainfall
characteristics on soil erosion. Rainfall erosivity is difficult to directly
measure. Most studies use rainfall parameters, including rainfall intensity
and precipitation, to estimate rainfall erosivity. Given the relatively
fragmented surface, concentrated precipitation, and strong water erosion in
the study area, this paper adopts a simple monthly rainfall formula developed
by Zhou et al. (1995) to estimate rainfall erosivity (<inline-formula><mml:math id="M35" display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> in Yinjiang by
comparing various algorithms and determining the accuracy of the acquired
climate data. The formula is as follows:
              <disp-formula id="Ch1.E2" content-type="numbered"><mml:math id="M36" display="block"><mml:mrow><mml:mi>R</mml:mi><mml:mo>=</mml:mo><mml:munderover><mml:mo movablelimits="false">∑</mml:mo><mml:mrow><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow><mml:mn mathvariant="normal">12</mml:mn></mml:munderover><mml:mfenced open="(" close=")"><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1.5527</mml:mn><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.7297</mml:mn><mml:msub><mml:mi>P</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
            where <inline-formula><mml:math id="M37" display="inline"><mml:mrow><mml:msub><mml:mi>P</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> refers to the rainfall in month <inline-formula><mml:math id="M38" display="inline"><mml:mi>i</mml:mi></mml:math></inline-formula> (mm). The unit of the
calculated <inline-formula><mml:math id="M39" display="inline"><mml:mi>R</mml:mi></mml:math></inline-formula> is 100 ft t in ac<inline-formula><mml:math id="M40" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> h<inline-formula><mml:math id="M41" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> a<inline-formula><mml:math id="M42" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. If <inline-formula><mml:math id="M43" display="inline"><mml:mi>R</mml:mi></mml:math></inline-formula> is
changed to the international unit MJ mm hm<inline-formula><mml:math id="M44" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> h<inline-formula><mml:math id="M45" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> a<inline-formula><mml:math id="M46" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, then
a coefficient of 17.02 should be the multiplier (Table 1).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F3" specific-use="star"><caption><p>Soil erodibility map <bold>(a)</bold>, slope length factor
map <bold>(b)</bold>, slope gradient factor map <bold>(c)</bold>, 2000 vegetation
cover factor map <bold>(d)</bold>, 2005 vegetation cover factor map <bold>(e)</bold>,
and 2013 vegetation cover factor map <bold>(f)</bold>.</p></caption>
            <?xmltex \igopts{width=497.923228pt}?><graphic xlink:href="https://se.copernicus.org/articles/8/721/2017/se-8-721-2017-f03.png"/>

          </fig>

</sec>
<sec id="Ch1.S3.SS2.SSS2">
  <?xmltex \opttitle{Soil erodibility factor ($K)$}?><title>Soil erodibility factor (<inline-formula><mml:math id="M47" display="inline"><mml:mrow><mml:mi>K</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula></title>
      <p>Soil erodibility is an important indicator that reflects the rainfall
infiltration capacity of soil and the sensitivity of soil to rainfall and
runoff erosion. This internal factor affects soil loss. The size of <inline-formula><mml:math id="M48" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> is
related to the soil texture and organic material content. In this paper,
soil erodibility and soil mechanical composition are used to form a
calculation and are closely related to the organic carbon content (Sharpley
and Williams, 1990):

                  <disp-formula specific-use="align" content-type="numbered"><mml:math id="M49" display="block"><mml:mtable displaystyle="true"><mml:mtr><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi>K</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mspace linebreak="nobreak" width="0.125em"/><mml:mspace linebreak="nobreak" width="0.125em"/><mml:mfenced close="}" open="{"><mml:mn mathvariant="normal">0.2</mml:mn><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.3</mml:mn><mml:mi>exp⁡</mml:mi><mml:mfenced open="[" close="]"><mml:mo>-</mml:mo><mml:mn mathvariant="normal">0.0256</mml:mn><mml:mi mathvariant="normal">SAN</mml:mi><mml:mfenced close=")" open="("><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi mathvariant="normal">SIL</mml:mi><mml:mn mathvariant="normal">100</mml:mn></mml:mfrac></mml:mstyle></mml:mfenced></mml:mfenced></mml:mfenced></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mstyle displaystyle="true" class="stylechange"/></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mo>×</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi mathvariant="normal">SIL</mml:mi><mml:mrow><mml:mi mathvariant="normal">CLA</mml:mi><mml:mo>-</mml:mo><mml:mi mathvariant="normal">SIL</mml:mi></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">0.3</mml:mn></mml:msup></mml:mrow></mml:mtd></mml:mtr><mml:mlabeledtr id="Ch1.E3"><mml:mtd/><mml:mtd><mml:mstyle displaystyle="true" class="stylechange"/></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mo>×</mml:mo><mml:mfenced open="(" close=")"><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mn mathvariant="normal">0.7</mml:mn><mml:mi mathvariant="normal">SN</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:mrow><mml:mrow><mml:mi mathvariant="normal">SN</mml:mi><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:mi>exp⁡</mml:mi><mml:mfenced close=")" open="("><mml:mo>-</mml:mo><mml:mn mathvariant="normal">5.51</mml:mn><mml:mo>+</mml:mo><mml:mn mathvariant="normal">22.9</mml:mn><mml:mi mathvariant="normal">SN</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:mfenced></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr></mml:mtable></mml:math></disp-formula>

              where <inline-formula><mml:math id="M50" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> refers to the soil erodibility
[(t acre h) (100 acre ft tanf in)<inline-formula><mml:math id="M51" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>]. A
conversion factor of 0.1317 should be multiplied to obtain the international
unit (t hm<inline-formula><mml:math id="M52" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> h) (hm<inline-formula><mml:math id="M53" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> MJ mm)<inline-formula><mml:math id="M54" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. SAN, SIL, CLA, and <inline-formula><mml:math id="M55" display="inline"><mml:mi>C</mml:mi></mml:math></inline-formula> refer to the sand particles (0.050–2.000 mm), powder particles
(0.002–0.050 mm), clay particles (&lt; 0.002 mm), and organic material
content (%); SN1 <inline-formula><mml:math id="M56" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> <inline-formula><mml:math id="M57" display="inline"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi mathvariant="normal">SN</mml:mi><mml:mo>/</mml:mo><mml:mn mathvariant="normal">100</mml:mn></mml:mrow></mml:math></inline-formula>. Different <inline-formula><mml:math id="M58" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> (Fig. 3a) values are obtained from the different
soil types on the soil type map (Fig. 2a).</p>
</sec>
<sec id="Ch1.S3.SS2.SSS3">
  <?xmltex \opttitle{Topographic factor ($L)(S)$}?><title>Topographic factor (<inline-formula><mml:math id="M59" display="inline"><mml:mrow><mml:mi>L</mml:mi><mml:mo>)</mml:mo><mml:mo>(</mml:mo><mml:mi>S</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula></title>
      <p>Slope length is a basic terrain factor that influences soil erosion. In this
paper, the formula developed by Liu et al. (2000) is used to calculate slope
length in Yinjiang County. The calculation is as follows:

                  <disp-formula specific-use="align" content-type="numbered"><mml:math id="M60" display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E4"><mml:mtd/><mml:mtd><mml:mstyle displaystyle="true" class="stylechange"/></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi>S</mml:mi><mml:mo>=</mml:mo><mml:mfenced open="{" close=""><mml:mtable class="array" columnalign="left left"><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">10.8</mml:mn><mml:mi>sin⁡</mml:mi><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.03</mml:mn></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>⊲</mml:mo><mml:msup><mml:mn mathvariant="normal">5</mml:mn><mml:mo>∘</mml:mo></mml:msup></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">16.8</mml:mn><mml:mi>sin⁡</mml:mi><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">0.05</mml:mn></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:msup><mml:mn mathvariant="normal">5</mml:mn><mml:mo>∘</mml:mo></mml:msup><mml:mo>≤</mml:mo><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>⊲</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mo>∘</mml:mo></mml:msup></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">21.9</mml:mn><mml:mi>sin⁡</mml:mi><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">0.96</mml:mn></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>≥</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mo>∘</mml:mo></mml:msup><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E5"><mml:mtd/><mml:mtd><mml:mstyle class="stylechange" displaystyle="true"/></mml:mtd><mml:mtd><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mi>L</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mfenced close=")" open="("><mml:mi mathvariant="italic">λ</mml:mi><mml:mo>/</mml:mo><mml:mn mathvariant="normal">22.13</mml:mn></mml:mfenced><mml:mi>m</mml:mi></mml:msup><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr></mml:mtable></mml:math></disp-formula>

              <?xmltex \hack{\newpage}?></p>
      <p><?xmltex \hack{\noindent}?>where <inline-formula><mml:math id="M61" display="inline"><mml:mi>S</mml:mi></mml:math></inline-formula> refers to the slope factor, <inline-formula><mml:math id="M62" display="inline"><mml:mi mathvariant="italic">θ</mml:mi></mml:math></inline-formula> refers to the
slope value (<inline-formula><mml:math id="M63" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>), <inline-formula><mml:math id="M64" display="inline"><mml:mi>L</mml:mi></mml:math></inline-formula> refers to the slope length factor, and <inline-formula><mml:math id="M65" display="inline"><mml:mi mathvariant="italic">λ</mml:mi></mml:math></inline-formula> refers to the slope length (m). To determine the slope and length, 30 m
DEM data from ArcGIS are used and then placed in the formula to calculate
<inline-formula><mml:math id="M66" display="inline"><mml:mi>L</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math id="M67" display="inline"><mml:mi>S</mml:mi></mml:math></inline-formula> (Fig. 3b and c).</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T1"><caption><p>The rainfall erosivity factor (<inline-formula><mml:math id="M68" display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> in Yinjiang during the study
period.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="3">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1">Year</oasis:entry>  
         <oasis:entry colname="col2">Annual rainfall</oasis:entry>  
         <oasis:entry colname="col3">Annual rainfall erosivity</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">(mm)</oasis:entry>  
         <oasis:entry colname="col3">[MJ mm hm<inline-formula><mml:math id="M69" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> h<inline-formula><mml:math id="M70" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> a<inline-formula><mml:math id="M71" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>]</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">2000</oasis:entry>  
         <oasis:entry colname="col2">1121.03</oasis:entry>  
         <oasis:entry colname="col3">3183.25</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">2005</oasis:entry>  
         <oasis:entry colname="col2">884.23</oasis:entry>  
         <oasis:entry colname="col3">2460.92</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">2013</oasis:entry>  
         <oasis:entry colname="col2">734.39</oasis:entry>  
         <oasis:entry colname="col3">2003.93</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T2" specific-use="star"><caption><p>Soil and water conservation factors in Yinjiang County.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="10">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:colspec colnum="5" colname="col5" align="right"/>
     <oasis:colspec colnum="6" colname="col6" align="right"/>
     <oasis:colspec colnum="7" colname="col7" align="right"/>
     <oasis:colspec colnum="8" colname="col8" align="right"/>
     <oasis:colspec colnum="9" colname="col9" align="right"/>
     <oasis:colspec colnum="10" colname="col10" align="right"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1">Land use</oasis:entry>  
         <oasis:entry colname="col2">Forest</oasis:entry>  
         <oasis:entry colname="col3">Grassland</oasis:entry>  
         <oasis:entry colname="col4">Cropland</oasis:entry>  
         <oasis:entry colname="col5">Paddy</oasis:entry>  
         <oasis:entry colname="col6">Town</oasis:entry>  
         <oasis:entry colname="col7">Village</oasis:entry>  
         <oasis:entry colname="col8">Road</oasis:entry>  
         <oasis:entry colname="col9">Water</oasis:entry>  
         <oasis:entry colname="col10">Unused</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">types</oasis:entry>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3"/>  
         <oasis:entry colname="col4"/>  
         <oasis:entry colname="col5">field</oasis:entry>  
         <oasis:entry colname="col6"/>  
         <oasis:entry colname="col7"/>  
         <oasis:entry colname="col8"/>  
         <oasis:entry colname="col9"/>  
         <oasis:entry colname="col10">land</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">p</oasis:entry>  
         <oasis:entry colname="col2">1</oasis:entry>  
         <oasis:entry colname="col3">1</oasis:entry>  
         <oasis:entry colname="col4">0.4</oasis:entry>  
         <oasis:entry colname="col5">0.15</oasis:entry>  
         <oasis:entry colname="col6">0</oasis:entry>  
         <oasis:entry colname="col7">0</oasis:entry>  
         <oasis:entry colname="col8">0</oasis:entry>  
         <oasis:entry colname="col9">0</oasis:entry>  
         <oasis:entry colname="col10">1</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

</sec>
<sec id="Ch1.S3.SS2.SSS4">
  <?xmltex \opttitle{Vegetation cover factor ($C)$}?><title>Vegetation cover factor (<inline-formula><mml:math id="M72" display="inline"><mml:mrow><mml:mi>C</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula></title>
      <p>The vegetation cover is correlated with <inline-formula><mml:math id="M73" display="inline"><mml:mi>C</mml:mi></mml:math></inline-formula>; hence, this paper used the
NDVI of MODIS as a data resource for calculating the vegetation coverage
factor <inline-formula><mml:math id="M74" display="inline"><mml:mi>C</mml:mi></mml:math></inline-formula> using the methods of Cai et al. (2000). The vegetation coverage
rate is also determined using the algorithm established by Tan et al. (2005)
with the following equations:

                  <disp-formula specific-use="align" content-type="numbered"><mml:math id="M75" display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E6"><mml:mtd/><mml:mtd><mml:mstyle displaystyle="true" class="stylechange"/></mml:mtd><mml:mtd><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mi>C</mml:mi><mml:mo>=</mml:mo><mml:mfenced open="{" close=""><mml:mtable class="array" columnalign="left left"><mml:mtr><mml:mtd><mml:mn mathvariant="normal">1</mml:mn></mml:mtd><mml:mtd><mml:mrow><mml:msub><mml:mi>f</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">0.6508</mml:mn><mml:mo>-</mml:mo><mml:mn mathvariant="normal">0.3436</mml:mn><mml:mi>lg⁡</mml:mi><mml:msub><mml:mi>f</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mn mathvariant="normal">0</mml:mn><mml:mo>⊲</mml:mo><mml:msub><mml:mi>f</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>⊲</mml:mo><mml:mn mathvariant="normal">0.783</mml:mn></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mn mathvariant="normal">0</mml:mn></mml:mtd><mml:mtd><mml:mrow><mml:msub><mml:mi>f</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.783</mml:mn></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E7"><mml:mtd/><mml:mtd><mml:mstyle displaystyle="true" class="stylechange"/></mml:mtd><mml:mtd><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:msub><mml:mi>f</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mfenced open="(" close=")"><mml:mi mathvariant="normal">NDVI</mml:mi><mml:mo>-</mml:mo><mml:msub><mml:mi mathvariant="normal">NDVI</mml:mi><mml:mi mathvariant="normal">soil</mml:mi></mml:msub></mml:mfenced><mml:mo>/</mml:mo><mml:mfenced close=")" open="("><mml:msub><mml:mi mathvariant="normal">NDVI</mml:mi><mml:mi mathvariant="normal">veg</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi mathvariant="normal">NDVI</mml:mi><mml:mi mathvariant="normal">soil</mml:mi></mml:msub></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E8"><mml:mtd/><mml:mtd><mml:mstyle class="stylechange" displaystyle="true"/></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi mathvariant="normal">NDVI</mml:mi><mml:mo>=</mml:mo><mml:mfenced close=")" open="("><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">NIR</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">R</mml:mi></mml:msub></mml:mfenced><mml:mo>/</mml:mo><mml:mfenced close=")" open="("><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">NIR</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">R</mml:mi></mml:msub></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr></mml:mtable></mml:math></disp-formula>

              where <inline-formula><mml:math id="M76" display="inline"><mml:mi>C</mml:mi></mml:math></inline-formula> refers to the vegetation coverage factor, <inline-formula><mml:math id="M77" display="inline"><mml:mrow><mml:msub><mml:mi>f</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> refers to the
vegetation coverage (%), and NDVI refers to the normalized differential
vegetation index. In this paper, the cumulative percentages of 5 and
95 % are used as the confidence intervals to determine the corresponding
pixel values and the effective NDVI<inline-formula><mml:math id="M78" display="inline"><mml:msub><mml:mi/><mml:mi mathvariant="normal">soil</mml:mi></mml:msub></mml:math></inline-formula> and NDVI<inline-formula><mml:math id="M79" display="inline"><mml:msub><mml:mi/><mml:mi mathvariant="normal">veg</mml:mi></mml:msub></mml:math></inline-formula> in the study
area. <inline-formula><mml:math id="M80" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">NIR</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>refers to the near-infrared band, and <inline-formula><mml:math id="M81" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">R</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>
refers to the red band. The above formula is used to calculate the
vegetation coverage distribution map in different periods (Fig. 3d, e, f).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F4" specific-use="star"><caption><p>Spatial distribution of soil erosion in Yinjiang in different
periods.</p></caption>
            <?xmltex \igopts{width=497.923228pt}?><graphic xlink:href="https://se.copernicus.org/articles/8/721/2017/se-8-721-2017-f04.png"/>

          </fig>

</sec>
<sec id="Ch1.S3.SS2.SSS5">
  <?xmltex \opttitle{Conservation practice factor ($P)$}?><title>Conservation practice factor (<inline-formula><mml:math id="M82" display="inline"><mml:mrow><mml:mi>P</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula></title>
      <p>The soil and water conservation factor <inline-formula><mml:math id="M83" display="inline"><mml:mi>P</mml:mi></mml:math></inline-formula> refers to the percentage of soil
loss to planting down the slope after adopting soil and water
conservation measures. The obtained value is within 0–1. If the value is 0,
then the area is not affected by soil erosion; if the value is 1, the area
has not been subjected to any soil or water conservation measures (Table 2).</p>

<?xmltex \floatpos{p}?><table-wrap id="Ch1.T3" specific-use="star"><caption><p>The soil erosion estimates for different periods in Yinjiang.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="7">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="left"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:colspec colnum="5" colname="col5" align="right"/>
     <oasis:colspec colnum="6" colname="col6" align="right"/>
     <oasis:colspec colnum="7" colname="col7" align="right"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Erosion rating</oasis:entry>  
         <oasis:entry colname="col3">Erosion area</oasis:entry>  
         <oasis:entry colname="col4">Total soil loss</oasis:entry>  
         <oasis:entry colname="col5">Average modulus</oasis:entry>  
         <oasis:entry colname="col6">Area ratio</oasis:entry>  
         <oasis:entry colname="col7">Erosion ratio</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">(hm<inline-formula><mml:math id="M84" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>)</oasis:entry>  
         <oasis:entry colname="col4">(<inline-formula><mml:math id="M85" display="inline"><mml:mrow><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> t)</oasis:entry>  
         <oasis:entry colname="col5">(t hm<inline-formula><mml:math id="M86" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> a<inline-formula><mml:math id="M87" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>  
         <oasis:entry colname="col6">(%)</oasis:entry>  
         <oasis:entry colname="col7">(%)</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">2000</oasis:entry>  
         <oasis:entry colname="col2">Micro-degree</oasis:entry>  
         <oasis:entry colname="col3">36 187</oasis:entry>  
         <oasis:entry colname="col4">8.47</oasis:entry>  
         <oasis:entry colname="col5">2.30</oasis:entry>  
         <oasis:entry colname="col6">28.97</oasis:entry>  
         <oasis:entry colname="col7">1.77</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Mild</oasis:entry>  
         <oasis:entry colname="col3">87 470</oasis:entry>  
         <oasis:entry colname="col4">126.25</oasis:entry>  
         <oasis:entry colname="col5">126</oasis:entry>  
         <oasis:entry colname="col6">39.99</oasis:entry>  
         <oasis:entry colname="col7">26.44</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Moderate</oasis:entry>  
         <oasis:entry colname="col3">40 506</oasis:entry>  
         <oasis:entry colname="col4">146.58</oasis:entry>  
         <oasis:entry colname="col5">36.11</oasis:entry>  
         <oasis:entry colname="col6">19.27</oasis:entry>  
         <oasis:entry colname="col7">30.70</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Strong</oasis:entry>  
         <oasis:entry colname="col3">15 719</oasis:entry>  
         <oasis:entry colname="col4">98.88</oasis:entry>  
         <oasis:entry colname="col5">62.88</oasis:entry>  
         <oasis:entry colname="col6">7.78</oasis:entry>  
         <oasis:entry colname="col7">20.71</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Pole strong</oasis:entry>  
         <oasis:entry colname="col3">7153</oasis:entry>  
         <oasis:entry colname="col4">73.73</oasis:entry>  
         <oasis:entry colname="col5">103.30</oasis:entry>  
         <oasis:entry colname="col6">3.46</oasis:entry>  
         <oasis:entry colname="col7">15.44</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Violent</oasis:entry>  
         <oasis:entry colname="col3">1244</oasis:entry>  
         <oasis:entry colname="col4">23.57</oasis:entry>  
         <oasis:entry colname="col5">184.80</oasis:entry>  
         <oasis:entry colname="col6">0.54</oasis:entry>  
         <oasis:entry colname="col7">4.94</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">2005</oasis:entry>  
         <oasis:entry colname="col2">Micro-degree</oasis:entry>  
         <oasis:entry colname="col3">56 529</oasis:entry>  
         <oasis:entry colname="col4">9.74</oasis:entry>  
         <oasis:entry colname="col5">2.35</oasis:entry>  
         <oasis:entry colname="col6">30.27</oasis:entry>  
         <oasis:entry colname="col7">2.66</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Mild</oasis:entry>  
         <oasis:entry colname="col3">84 898</oasis:entry>  
         <oasis:entry colname="col4">117.30</oasis:entry>  
         <oasis:entry colname="col5">13.92</oasis:entry>  
         <oasis:entry colname="col6">43.90</oasis:entry>  
         <oasis:entry colname="col7">32.00</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Moderate</oasis:entry>  
         <oasis:entry colname="col3">34 362</oasis:entry>  
         <oasis:entry colname="col4">120.91</oasis:entry>  
         <oasis:entry colname="col5">35.23</oasis:entry>  
         <oasis:entry colname="col6">17.76</oasis:entry>  
         <oasis:entry colname="col7">32.99</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Strong</oasis:entry>  
         <oasis:entry colname="col3">10 929</oasis:entry>  
         <oasis:entry colname="col4">67.95</oasis:entry>  
         <oasis:entry colname="col5">62.17</oasis:entry>  
         <oasis:entry colname="col6">5.65</oasis:entry>  
         <oasis:entry colname="col7">18.54</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Pole strong</oasis:entry>  
         <oasis:entry colname="col3">4352</oasis:entry>  
         <oasis:entry colname="col4">44.67</oasis:entry>  
         <oasis:entry colname="col5">102.70</oasis:entry>  
         <oasis:entry colname="col6">2.25</oasis:entry>  
         <oasis:entry colname="col7">12.19</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Violent</oasis:entry>  
         <oasis:entry colname="col3">338</oasis:entry>  
         <oasis:entry colname="col4">5.99</oasis:entry>  
         <oasis:entry colname="col5">177.59</oasis:entry>  
         <oasis:entry colname="col6">0.17</oasis:entry>  
         <oasis:entry colname="col7">1.64</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">2013</oasis:entry>  
         <oasis:entry colname="col2">Micro-degree</oasis:entry>  
         <oasis:entry colname="col3">63 544</oasis:entry>  
         <oasis:entry colname="col4">10.57</oasis:entry>  
         <oasis:entry colname="col5">2.32</oasis:entry>  
         <oasis:entry colname="col6">34.21</oasis:entry>  
         <oasis:entry colname="col7">3.36</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Mild</oasis:entry>  
         <oasis:entry colname="col3">85 610</oasis:entry>  
         <oasis:entry colname="col4">117.63</oasis:entry>  
         <oasis:entry colname="col5">13.83</oasis:entry>  
         <oasis:entry colname="col6">44.29</oasis:entry>  
         <oasis:entry colname="col7">37.42</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Moderate</oasis:entry>  
         <oasis:entry colname="col3">30 801</oasis:entry>  
         <oasis:entry colname="col4">107.54</oasis:entry>  
         <oasis:entry colname="col5">34.97</oasis:entry>  
         <oasis:entry colname="col6">15.92</oasis:entry>  
         <oasis:entry colname="col7">34.21</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Strong</oasis:entry>  
         <oasis:entry colname="col3">8010</oasis:entry>  
         <oasis:entry colname="col4">49.73</oasis:entry>  
         <oasis:entry colname="col5">62.11</oasis:entry>  
         <oasis:entry colname="col6">4.14</oasis:entry>  
         <oasis:entry colname="col7">15.82</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Pole strong</oasis:entry>  
         <oasis:entry colname="col3">2663</oasis:entry>  
         <oasis:entry colname="col4">26.76</oasis:entry>  
         <oasis:entry colname="col5">100.52</oasis:entry>  
         <oasis:entry colname="col6">1.38</oasis:entry>  
         <oasis:entry colname="col7">8.51</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Violent</oasis:entry>  
         <oasis:entry colname="col3">125</oasis:entry>  
         <oasis:entry colname="col4">2.11</oasis:entry>  
         <oasis:entry colname="col5">168.55</oasis:entry>  
         <oasis:entry colname="col6">0.06</oasis:entry>  
         <oasis:entry colname="col7">0.67</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

</sec>
</sec>
<sec id="Ch1.S3.SS3">
  <title>Calculation of the soil erosion and evaluation methods</title>
      <p>The above factor layers are converted into raster layers in
30 <inline-formula><mml:math id="M88" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 30 m equal coordinates with ArcGIS 10.0 software. All of
the layers are multiplied to obtain the spatial distribution of the soil
erosion modulus in the study area. Reference SL190-2007 criteria
are used for the classification and grading of soil erosion intensity
relative to water erosion grading standards for Yinjiang County (Fig. 4). On
this basis, the spatial and temporal evolution of soil erosion in the study
area was analyzed and evaluated.</p>

      <?xmltex \floatpos{p}?><fig id="Ch1.F5" specific-use="star"><caption><p>The intensity variation map of the soil erosion in Yinjiang. Note:
0 refers to unchanged soil erosion intensity; 1 refers to the soil
erosion intensity increasing by one level; 2 refers to the soil erosion
intensity increasing by two levels; 3 refers to the soil erosion intensity
increasing by three levels; 4 refers to the soil erosion intensity increasing
by four levels; 5 refers to the soil erosion intensity increasing by five
levels; <inline-formula><mml:math id="M89" display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>1 refers to the soil erosion intensity decreasing by one level;
<inline-formula><mml:math id="M90" display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>2 refers to the soil erosion intensity decreasing by two levels;
<inline-formula><mml:math id="M91" display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>3 refers to the soil erosion intensity decreasing by three levels;
<inline-formula><mml:math id="M92" display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>4 refers to the soil erosion intensity decreasing by four levels; and
<inline-formula><mml:math id="M93" display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>5 refers to the soil erosion intensity decreasing by five
levels.</p></caption>
          <?xmltex \igopts{width=497.923228pt}?><graphic xlink:href="https://se.copernicus.org/articles/8/721/2017/se-8-721-2017-f05.png"/>

        </fig>

      <?xmltex \floatpos{p}?><fig id="Ch1.F6" specific-use="star"><caption><p>Spatial distribution of soil erosion in different slope bands.</p></caption>
          <?xmltex \igopts{width=455.244094pt}?><graphic xlink:href="https://se.copernicus.org/articles/8/721/2017/se-8-721-2017-f06.png"/>

        </fig>

      <?xmltex \floatpos{p}?><fig id="Ch1.F7" specific-use="star"><caption><p>Spatial distribution of soil erosion in different rock outcrop
areas.</p></caption>
          <?xmltex \igopts{width=455.244094pt}?><graphic xlink:href="https://se.copernicus.org/articles/8/721/2017/se-8-721-2017-f07.png"/>

        </fig>

      <?xmltex \floatpos{p}?><fig id="Ch1.F8" specific-use="star"><caption><p>Spatial distribution of soil erosion on different rocky
desertification grades.</p></caption>
          <?xmltex \igopts{width=455.244094pt}?><graphic xlink:href="https://se.copernicus.org/articles/8/721/2017/se-8-721-2017-f08.png"/>

        </fig>

<?xmltex \hack{\newpage}?>
</sec>
</sec>
<sec id="Ch1.S4">
  <title>Results</title>
<sec id="Ch1.S4.SS1">
  <title>Evolution of soil erosion</title>
      <p>From 2000 to 2013, the total amount of soil erosion in Yinjiang decreased
from <inline-formula><mml:math id="M94" display="inline"><mml:mrow><mml:mn mathvariant="normal">477.48</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> t a<inline-formula><mml:math id="M95" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> in 2000 to
<inline-formula><mml:math id="M96" display="inline"><mml:mrow><mml:mn mathvariant="normal">366.56</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> t a<inline-formula><mml:math id="M97" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> in 2005 and <inline-formula><mml:math id="M98" display="inline"><mml:mrow><mml:mn mathvariant="normal">314.64</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> t a<inline-formula><mml:math id="M99" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> in 2013, with a total reduction of
34.11 % (Table 3).</p>
      <p>The area of micro-erosion accounts for 28.97, 30.27, and 34.21 % of the
total erosion area in the three study periods, with a total increase of
5.24 %. The area of mild erosion accounts for 39.99, 43.90, and
44.29 % of the total erosion area; the area decreased by 1860 hm<inline-formula><mml:math id="M100" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>
overall within the study period, but mild erosion conversion led to an
increase of
4.30 %. The total of micro-erosion and mild erosion in the three periods
was more than 65 %, and the moderate to higher levels for 2000 to 2013
are declining. The decreased amplitudes of moderate erosion areas, strong
erosion areas, pole strong erosion areas, and violent erosion areas were 24,
49, 63, and 89 %, respectively. Yinjiang County exhibited a
transformation from moderate erosion, strong erosion, pole strong erosion,
and violent erosion to micro-erosion and mild erosion.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T4"><caption><p>Soil erosion conditions on different slope grades.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="4">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1">Slope</oasis:entry>  
         <oasis:entry colname="col2">Average modulus</oasis:entry>  
         <oasis:entry colname="col3">Area ratio</oasis:entry>  
         <oasis:entry colname="col4">Erosion ratio</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">(t hm<inline-formula><mml:math id="M101" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> a<inline-formula><mml:math id="M102" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>  
         <oasis:entry colname="col3">(%)</oasis:entry>  
         <oasis:entry colname="col4">(%)</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">&lt; 5<inline-formula><mml:math id="M103" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">15.32</oasis:entry>  
         <oasis:entry colname="col3">9.68</oasis:entry>  
         <oasis:entry colname="col4">10.85</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">5–8<inline-formula><mml:math id="M104" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">13.31</oasis:entry>  
         <oasis:entry colname="col3">4.76</oasis:entry>  
         <oasis:entry colname="col4">17.32</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">8–15<inline-formula><mml:math id="M105" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">15.33</oasis:entry>  
         <oasis:entry colname="col3">12.94</oasis:entry>  
         <oasis:entry colname="col4">18.09</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">15–25<inline-formula><mml:math id="M106" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">17.56</oasis:entry>  
         <oasis:entry colname="col3">33.31</oasis:entry>  
         <oasis:entry colname="col4">19.68</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">25–35<inline-formula><mml:math id="M107" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">18.54</oasis:entry>  
         <oasis:entry colname="col3">27.28</oasis:entry>  
         <oasis:entry colname="col4">20.72</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">&gt; 35<inline-formula><mml:math id="M108" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">20.15</oasis:entry>  
         <oasis:entry colname="col3">12.03</oasis:entry>  
         <oasis:entry colname="col4">13.33</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T5" specific-use="star"><caption><p>Annual erosion rates in different rock outcrop areas.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="8">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:colspec colnum="5" colname="col5" align="right"/>
     <oasis:colspec colnum="6" colname="col6" align="right"/>
     <oasis:colspec colnum="7" colname="col7" align="right"/>
     <oasis:colspec colnum="8" colname="col8" align="right"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry rowsep="1" namest="col2" nameend="col8" align="center">Average soil erosion rate (t hm<inline-formula><mml:math id="M109" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> a<inline-formula><mml:math id="M110" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>) </oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Non-carbonatite</oasis:entry>  
         <oasis:entry colname="col3">carbonatite</oasis:entry>  
         <oasis:entry colname="col4">HD</oasis:entry>  
         <oasis:entry colname="col5">HL</oasis:entry>  
         <oasis:entry colname="col6">MHLD</oasis:entry>  
         <oasis:entry colname="col7">CRLI</oasis:entry>  
         <oasis:entry colname="col8">ILCR</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">2000</oasis:entry>  
         <oasis:entry colname="col2">26.67</oasis:entry>  
         <oasis:entry colname="col3">25.48</oasis:entry>  
         <oasis:entry colname="col4">30.30</oasis:entry>  
         <oasis:entry colname="col5">23.77</oasis:entry>  
         <oasis:entry colname="col6">24.34</oasis:entry>  
         <oasis:entry colname="col7">21.78</oasis:entry>  
         <oasis:entry colname="col8">25.25</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">2005</oasis:entry>  
         <oasis:entry colname="col2">21.79</oasis:entry>  
         <oasis:entry colname="col3">21.82</oasis:entry>  
         <oasis:entry colname="col4">22.26</oasis:entry>  
         <oasis:entry colname="col5">21.86</oasis:entry>  
         <oasis:entry colname="col6">27.44</oasis:entry>  
         <oasis:entry colname="col7">19.10</oasis:entry>  
         <oasis:entry colname="col8">23.03</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">2013</oasis:entry>  
         <oasis:entry colname="col2">18.45</oasis:entry>  
         <oasis:entry colname="col3">19.29</oasis:entry>  
         <oasis:entry colname="col4">18.06</oasis:entry>  
         <oasis:entry colname="col5">19.97</oasis:entry>  
         <oasis:entry colname="col6">23.06</oasis:entry>  
         <oasis:entry colname="col7">17.40</oasis:entry>  
         <oasis:entry colname="col8">20.94</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T6" specific-use="star"><caption><p>Annual erosion rates in different rocky desertification grades.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="7">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:colspec colnum="5" colname="col5" align="right"/>
     <oasis:colspec colnum="6" colname="col6" align="right"/>
     <oasis:colspec colnum="7" colname="col7" align="right"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry rowsep="1" namest="col2" nameend="col7" align="center">Average soil erosion rate (t hm<inline-formula><mml:math id="M111" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> a<inline-formula><mml:math id="M112" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>) </oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">No RD</oasis:entry>  
         <oasis:entry colname="col3">Micro RD</oasis:entry>  
         <oasis:entry colname="col4">Mild RD</oasis:entry>  
         <oasis:entry colname="col5">Moderate RD</oasis:entry>  
         <oasis:entry colname="col6">Severe RD</oasis:entry>  
         <oasis:entry colname="col7">Non-karst</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">2000</oasis:entry>  
         <oasis:entry colname="col2">30.46</oasis:entry>  
         <oasis:entry colname="col3">25.40</oasis:entry>  
         <oasis:entry colname="col4">21.48</oasis:entry>  
         <oasis:entry colname="col5">18.54</oasis:entry>  
         <oasis:entry colname="col6">9.71</oasis:entry>  
         <oasis:entry colname="col7">25.93</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">2005</oasis:entry>  
         <oasis:entry colname="col2">22.17</oasis:entry>  
         <oasis:entry colname="col3">21.79</oasis:entry>  
         <oasis:entry colname="col4">20.09</oasis:entry>  
         <oasis:entry colname="col5">18.57</oasis:entry>  
         <oasis:entry colname="col6">8.98</oasis:entry>  
         <oasis:entry colname="col7">21.74</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">2013</oasis:entry>  
         <oasis:entry colname="col2">18.47</oasis:entry>  
         <oasis:entry colname="col3">19.17</oasis:entry>  
         <oasis:entry colname="col4">18.28</oasis:entry>  
         <oasis:entry colname="col5">16.86</oasis:entry>  
         <oasis:entry colname="col6">11.56</oasis:entry>  
         <oasis:entry colname="col7">18.51</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <p>The percentages of micro-erosion, mild erosion, and moderate erosion to the
total erosion amount increased during the study period. Mild and moderate
erosion amounts contributed to the total erosion amount in Yinjiang County.
The total percentage of erosion increased from 57.14 % in 2000 to 71.63 %
in 2013, whereas the percentages of strong, pole strong, and violent erosion
significantly decreased. The total percentage of strong and pole strong
erosion decreased from 36.15 to 24.33 %.</p>
      <p>In summary, Yinjiang County was mainly affected by mild and moderate
erosion. The total percentage of soil erosion increased by 12.57 % from 2000
to 2013. In the entirety of Yinjiang County, a large portion of land experienced
micro-erosion and mild erosion in 2000, 2005, and 2013. The total erosion was
more than 65 %. The corresponding soil erosion accounted for 28.21,
34.66, and 40.78 % of the total erosion. Although the total area
affected by erosion increased to 2374 hm<inline-formula><mml:math id="M113" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>, the areas with more than
micro-erosion levels decreased. The erosion amount decreased yearly, and the
erosion level significantly changed from high to low over a large area.</p>
</sec>
<sec id="Ch1.S4.SS2">
  <title>Grade shifting of soil erosion intensity</title>
      <p>From 2000 to 2005, the percentages of areas with unchanged soil erosion
intensity, increased soil erosion intensity, and decreased erosion intensity
were 22.76, 33.68, and 43.56 %, respectively. Hence, the soil
erosion level was transformed from moderate and high levels to low levels
during the study period (Fig. 5).</p>
      <p>From 2005 to 2013, the percentage of area with unchanged soil erosion
intensity was 23.19 %, which increased by 0.43 % relative to
2000–2005. The percentage of areas with increased and decreased soil
erosion intensity slightly increased and attained values of 40.2 % and
36.59 %, respectively.</p>
      <p>From 2000 to 2013, the percentages of the total area with increased and
decreased erosion intensity were 31.6 and 48.66 %, respectively. This
finding reveals that soil erosion intensity has an improving trend.</p>
</sec>
<sec id="Ch1.S4.SS3">
  <title>Spatial variation in soil erosion</title>
<sec id="Ch1.S4.SS3.SSS1">
  <title>Different slope zones</title>
      <p>Slope is the most important terrain factor that influences soil erosion, and
it
is related to the soil erosion modulus; the modulus in Yinjiang
County gradually increased with increasing slope. Hence, slope exhibits a
significantly positive correlation with the soil erosion modulus. High-slope
areas possess a high mean soil erosion modulus but a small erosion area and
erosion amount (Fig. 6).</p>
      <p>The soil erosion area of 33.31 % represents the largest area within
15–25<inline-formula><mml:math id="M114" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> slope bands, followed by 25–35<inline-formula><mml:math id="M115" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> slope bands (area of 27.28 %). The 25–35, 15–25, 8–15, and 5–8<inline-formula><mml:math id="M116" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> slope bands account for
20.71, 19.68, 18.09, and 17.32 % of the total erosion. The
band with a slope &lt; 5<inline-formula><mml:math id="M117" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> represents the lowest erosion
amount, accounting for 10.85 % (Table 4). All of the slope bands exhibit a
slight erosion level in terms of the mean erosion modulus.</p>
</sec>
<sec id="Ch1.S4.SS3.SSS2">
  <title>Outcrop area of different rocks</title>
      <p>The karst surface is broken and contains peak clusters, needle
karst, and isolated peaks. The area with carbonate rock distribution
accounts for 60.06 % of the total study area. From 2000 to 2013, the
annual erosion rate decreased by 8.22 t (hm<inline-formula><mml:math id="M118" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M119" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> with a
decreased amplitude of 30.82 %. In non-carbonate rock areas, the annual
erosion rate from 2000 to 2013 decreased by 6.19 t (hm<inline-formula><mml:math id="M120" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M121" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>
with a decreased amplitude of 24.29 %, which is smaller than in
carbonate rock areas (Fig. 7).</p>
      <p>The annual erosion rate in the carbonate rock area from 2000 to 2013
demonstrated the following trends: erosion was reduced by 12.24 t (hm<inline-formula><mml:math id="M122" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M123" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> with a decreased amplitude of 40.40 % in the
homogenous dolomite (HD) area (soil loss tolerance in the area <inline-formula><mml:math id="M124" display="inline"><mml:mrow><mml:mi>T</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">20</mml:mn></mml:mrow></mml:math></inline-formula>). It
was reduced by 3.8 t (hm<inline-formula><mml:math id="M125" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M126" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> with a decreased amplitude of
15.99 % in the homogenous limestone (HL) area. It was reduced by 1.28 t (hm<inline-formula><mml:math id="M127" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M128" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> with a decreased amplitude of only 5.26 % in
the mixed area of homogenous limestone and homogenous dolomite (MHLD). It
was reduced by 4.38 t (hm<inline-formula><mml:math id="M129" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M130" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> with a decreased amplitude of
20.11 % in the clastic rock area of limestone interlayer (CRLI; soil
loss tolerance in the area <inline-formula><mml:math id="M131" display="inline"><mml:mrow><mml:mi>T</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">100</mml:mn></mml:mrow></mml:math></inline-formula>), and it was reduced by 4.31 t (hm<inline-formula><mml:math id="M132" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M133" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> with a decreased amplitude of 17.07 % in the
interbedded area of limestone and clastic rock (ILCR; soil loss tolerance
in the area <inline-formula><mml:math id="M134" display="inline"><mml:mrow><mml:mi>T</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">250</mml:mn></mml:mrow></mml:math></inline-formula>) (Table 5).</p>
      <p>The relationship of the changes in the decreased amplitude in the study period was as follows: homogenous dolomite (<inline-formula><mml:math id="M135" display="inline"><mml:mrow><mml:mi>T</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">20</mml:mn></mml:mrow></mml:math></inline-formula>) &gt; clastic rock of
limestone interlayer (<inline-formula><mml:math id="M136" display="inline"><mml:mrow><mml:mi>T</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">100</mml:mn></mml:mrow></mml:math></inline-formula>) &gt; interbedded of limestone and
clastic rock (<inline-formula><mml:math id="M137" display="inline"><mml:mrow><mml:mi>T</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">250</mml:mn></mml:mrow></mml:math></inline-formula>) &gt; homogenous limestone &gt; mixture of homogenous limestone and dolomite.</p>
</sec>
<sec id="Ch1.S4.SS3.SSS3">
  <title>Different grades of rocky desertification</title>
      <p>Different degrees of rocky desertification are distributed in approximately
57.69 % of the study area. In the karst area, interference
and destruction from invasive social and economic activities caused severe
soil erosion, leading to soil particle loss, a thin soil layer, and
outcropped base rock in the desertification area (Fig. 8).</p>
      <p>From 2000 to 2013, the annual erosion rate in Yinjiang County exhibited the
following trend: erosion was reduced by 11.99 t (hm<inline-formula><mml:math id="M138" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M139" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>
with a decreased amplitude of 39.36 % in the non-rocky desertification
area. It was reduced by 6.23 t (hm<inline-formula><mml:math id="M140" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M141" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> with a decreased
amplitude of 24.53 % in the micro-rocky desertification area. It was
reduced by 3.2 t (hm<inline-formula><mml:math id="M142" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M143" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> with a decreased amplitude of
14.90 % in the mild rocky desertification area. It was reduced by 1.68 t (hm<inline-formula><mml:math id="M144" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M145" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> with a decreased amplitude of 9.06 % in the
moderate rocky desertification area. It increased by 1.86 t (hm<inline-formula><mml:math id="M146" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M147" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> with an increased amplitude of 19.16 % in the
severe rocky desertification area, and it was reduced by 7.42 t (hm<inline-formula><mml:math id="M148" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M149" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> with a decreased amplitude of 28.62 % in the
non-rocky desertification area (Table 6).</p>
      <p>The relationship of the decreasing amplitude of erosion rates in karst areas
during the study period was as follows: non-rocky desertification area
&gt; micro-rocky desertification area &gt; mild rocky
desertification area &gt; moderate rocky desertification area
&gt; severe rocky desertification area. The soil erosion amounts
decreased in the non-rocky desertification area, micro-rocky desertification
area, mild rocky desertification area, and moderate rocky desertification area;
they increased in the severe rocky desertification area. The micro-rocky
desertification zone occupied the largest soil erosion area (47.55 % of
the total area) and had the highest erosion amount (48.86 % of the total
erosion amount). The mean erosion modulus was a mild level of erosion.</p>
</sec>
</sec>
</sec>
<sec id="Ch1.S5">
  <title>Discussion</title>
<sec id="Ch1.S5.SS1">
  <title>Spatiotemporal evolution characteristics of soil erosion</title>
      <p>The overall soil erosion conditions in Yinjiang County improved annually.
The erosion area and erosion amount were distinguished by conversion from
strong, pole strong, and violent erosion to moderate and lower levels of
erosion. This phenomenon occurred because rainfall and vegetation coverage
mainly affect the dynamic changes in soil erosion in Yinjiang County. On the
one hand, rainfall decreased yearly from 1121.03 mm in 2000 to 734.39 mm in
2013 in the study period, which led to a weakening of rainfall erosion
(Mohamadi and Kavian, 2015). On the other hand, Yinjiang County
has a wide range of farmland returning to forests and closed forest
projects, so vegetation management and soil and water conservation measures
in the study area correspondingly changed. The improved vegetation coverage
plays a role in the prevention and control of soil and water erosion.
Soil and water conservation measures have a large-scale active effect and
cause significant results.</p>
      <p>Slope determines the speed of surface runoff. If other factors remain
unchanged, the surface runoff impacts on soil in an area with a slope below
35<inline-formula><mml:math id="M150" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> become stronger and the soil erosion amount increases with
increasing slope. When the slope reaches 35<inline-formula><mml:math id="M151" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>, the erosion amount
decreases and is weakly influenced by the increasing slope. The band with a
slope of 15–35<inline-formula><mml:math id="M152" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> accounts for 60.59 % of the total erosion area
and 40.44 % of the total erosion amount. This band is the main erosion
slope section in the study area. This phenomenon is the result of artificial
reclamation in the slope area. Based on the current results, as has been
reported in previous studies (Xu et al., 2008; Chen et al., 2012), the slope
is about 25<inline-formula><mml:math id="M153" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> in areas prone to soil erosion. The 15–35<inline-formula><mml:math id="M154" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>
slope area in Yinjiang County must have enhanced prevention and control
measures for soil erosion.</p>
</sec>
<sec id="Ch1.S5.SS2">
  <title>Influence of spatial factors on soil erosion</title>
<sec id="Ch1.S5.SS2.SSS1">
  <title>Influence of lithology on soil erosion</title>
      <p>The decreasing amplitude of the soil erosion rate in the carbonate area was
larger than in the non-carbonate area. This finding is related to the
widely distributed rocky desertification in the karst area, soil formation
rate, soil type, and other factors. After the carbonate rock is dissolved in
the study area, soluble matter is removed by water, and insoluble matter forms
soil. The content of insoluble matter in carbonate rock in the southwest is
1–9 % and is generally less than 5 %. The soil-forming efficiency is
low. After erosion and weathering, 630–7880 ka of carbonate is required to
form a 1 m thick soil layer. The soil-forming rate is 10–40 times slower
than in the general non-karst area (Chen, 1997). Moreover, the
soil-forming rate and soil thickness are higher in non-carbonate areas than
in carbonate areas. The formation time of runoff is short after rainfall, and
the surface water storage capacity is low in the karst area. Rainfall forms
underground runoff; hence, underground soil loss is high and the vegetation
coverage is lower than in the non-karst area.</p>
      <p>In the study period, only 10–22.37 % of the areas are within the
allowable loss amount. These areas are mainly distributed in the valley
zone, with low altitudes in the south of Yinjiang and the smooth zone in the
southwestern and Fanjingshan areas. These areas are mostly located in
non-karst zones with a wide distribution of non-carbonates. The soil
formation is rapid, the underground soil loss is low, and the vegetation
coverage is high.</p>
      <p>Soil erosion exhibited an improving trend in different outcrop areas.
However, the dynamic changes in soil erosion in various lithological
distribution belts were significant. The decreasing amplitude of the annual
erosion rate in homogenous dolomite, limestone intercalated with clastic
rock, and the interbedded region of limestone and clastic rock gradually
decreased with decreasing carbonate content. This phenomenon occurred because
of the mineral composition and chemical characteristics of the parent rock,
which directly affect the speed and direction of soil formation. The
weathering degree of different lithologies, the speed and direction of soil
formation, and the erosion type, intensity, and rate are also different. If
the carbonate content is high, then the soil formation rate is slow and the
soil layer is shallow. Therefore, the decreasing amplitude of the annual
erosion rate is low. The homogenous limestone region and the mixed region of
homogenous dolomite and limestone are mainly distributed in an area of low
altitude with a slope of less than 8<inline-formula><mml:math id="M155" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>. There is therefore a specific
soil thickness, resulting in a large erosion model and small decreasing
amplitude of the annual erosion rate. Moreover, the lithology controls the
spatial distribution and development of soil erosion. Li et al. (2006)
reported that the allowable soil loss is 6.75 t (km<inline-formula><mml:math id="M156" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M157" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> in the
carbonate area and 7.08 t (km<inline-formula><mml:math id="M158" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M159" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> in the homogenous limestone
area and homogenous dolomite area. The rank of allowable loss amounts is as
follows: homogenous dolomite composition distribution area
&gt; homogenous limestone composition distribution area. In the
present study, the rank of calculated loss amounts (homogenous dolomite area
&gt; homogenous limestone area) is consistent with a previous study.
The allowable soil loss amounts are 45.40 t (km<inline-formula><mml:math id="M160" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M161" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> in
limestone intercalated with clastic rock and 103. 38 t (km<inline-formula><mml:math id="M162" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> a)<inline-formula><mml:math id="M163" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>
in the interbedded region of limestone and clastic rock. The relationship of
the allowable loss amount is as follows: interbedded region of limestone and
clastic rock &gt; limestone intercalated with clastic rock. The
allowable loss is positively correlated with the amount of loss calculated in
areas of <inline-formula><mml:math id="M164" display="inline"><mml:mrow><mml:mi>T</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">100</mml:mn></mml:mrow></mml:math></inline-formula> (limestone intercalated with clastic rock) and <inline-formula><mml:math id="M165" display="inline"><mml:mrow><mml:mi>T</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">250</mml:mn></mml:mrow></mml:math></inline-formula>
(interbedded layer of limestone and clastic rock).</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T7" specific-use="star"><caption><p>Soil erosion data obtained in previous studies in typical
karst areas.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="5">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="left"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:colspec colnum="5" colname="col5" align="right"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1">Reference</oasis:entry>  
         <oasis:entry colname="col2">Study area</oasis:entry>  
         <oasis:entry colname="col3">Timescale</oasis:entry>  
         <oasis:entry colname="col4">Average modulus</oasis:entry>  
         <oasis:entry colname="col5">Total soil loss</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3"/>  
         <oasis:entry colname="col4">(t hm<inline-formula><mml:math id="M166" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> a<inline-formula><mml:math id="M167" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>  
         <oasis:entry colname="col5">(<inline-formula><mml:math id="M168" display="inline"><mml:mrow><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> t)</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">Zeng et al. (2014)</oasis:entry>  
         <oasis:entry colname="col2">Hongfeng Lake watershed</oasis:entry>  
         <oasis:entry colname="col3">1960–1986</oasis:entry>  
         <oasis:entry colname="col4">38.35</oasis:entry>  
         <oasis:entry colname="col5">610.53</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">1987–1997</oasis:entry>  
         <oasis:entry colname="col4">52.80</oasis:entry>  
         <oasis:entry colname="col5">839.90</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">1998–2004</oasis:entry>  
         <oasis:entry colname="col4">40.24</oasis:entry>  
         <oasis:entry colname="col5">640.18</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Xu and Peng (2008)</oasis:entry>  
         <oasis:entry colname="col2">Maotiao River watershed</oasis:entry>  
         <oasis:entry colname="col3">2002</oasis:entry>  
         <oasis:entry colname="col4">28.70</oasis:entry>  
         <oasis:entry colname="col5">875.65</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Y. Wang et al. (2014)</oasis:entry>  
         <oasis:entry colname="col2">Wujiang River basin</oasis:entry>  
         <oasis:entry colname="col3">1980–1989</oasis:entry>  
         <oasis:entry colname="col4">26.78</oasis:entry>  
         <oasis:entry colname="col5">133.36</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">1990–1999</oasis:entry>  
         <oasis:entry colname="col4">23.13</oasis:entry>  
         <oasis:entry colname="col5">115.18</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">This paper</oasis:entry>  
         <oasis:entry colname="col2">Yinjiang County</oasis:entry>  
         <oasis:entry colname="col3">2000</oasis:entry>  
         <oasis:entry colname="col4">25.09</oasis:entry>  
         <oasis:entry colname="col5">477.49</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">2005</oasis:entry>  
         <oasis:entry colname="col4">21.53</oasis:entry>  
         <oasis:entry colname="col5">366.56</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">2013</oasis:entry>  
         <oasis:entry colname="col4">18.84</oasis:entry>  
         <oasis:entry colname="col5">314.64</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

</sec>
<sec id="Ch1.S5.SS2.SSS2">
  <title>Effects of rocky desertification on soil erosion</title>
      <p>In terms of soil erosion intensity in the study area, the decreasing
amplitude in the annual soil erosion rate gradually decreases with the
aggravation of rocky desertification. When the degree of rocky
desertification is high, the erosion modulus is low and the decreasing
amplitude of the annual erosion rate is small. The decreasing amplitude of
the annual erosion rate in non-rocky desertification areas is higher than
in rocky desertification areas. This finding could be because the
non-rocky desertification areas are mainly distributed in valleys and
low-altitude regions with sufficient soil thickness and good vegetation
coverage. Currently, the soil erosion rate in the severe rocky
desertification region of the study area is increasing and the loss
intensity is large; however, they were not obvious in general (the total
amount of soil erosion is small and very low). As these areas, which are
concentrated in the Langxi valley, are small areas with poor conditions for
growing vegetation, are in a soil accumulation environment, or are on
negative terrain, there are specific soil thicknesses causing high erosion
rates.</p>
      <p>The decrease in the erosion rate in other rocky desertification bands reveals
that soil erosion in the rocky desertification area improved during the study
period. The soil loss in the karst rocky desertification areas could be due
to the particular geology (wide distribution of carbonate rocks), topography
(presence of underground space), vegetation, and climate conditions, which
lead to a low soil formation rate and shallow soil layer in the study area.
Abundant rainfall in the study area provides a dynamic potential for soil and
water loss. Furthermore, underground pores, cracks, and pipes are widely
distributed in the karst area. In addition to surface loss, soil loss also
occurs through karst caves, underground rivers, and other means (Peng and
Wang, 2012; J. Wang et al., 2014).</p>
      <p>The current study method exhibits certain limitations in a
typical karst area. In future studies, underground soil and water loss in
the karst area should be calculated. The localization of the model
calculation factor in the karst area should also be considered for
calculating soil erosion using the proposed model. Based on the specificity
of soil erosion in the karst area, improving the method and exploring
erosion indicators can improve and enrich the study of soil erosion in karst
areas.</p>
</sec>
</sec>
<sec id="Ch1.S5.SS3">
  <title>Modulus of different soil erosion statistics in karst areas</title>
      <p>The RUSLE model is a classical model for evaluating soil erosion and is
widely used in various countries and regions worldwide. Although the RUSLE
model is a mature and classical model, its application in karst areas is
relatively scarce. Several scientists have conducted research on different
parts of the karst areas in Guizhou Province. Different results have been
derived; thus, a simple control should be adopted. The results are
given in Table 7.</p>
</sec>
</sec>
<sec id="Ch1.S6" sec-type="conclusions">
  <title>Conclusions</title>
      <p>The temporal and spatial variation in soil erosion gradually declined in the
study area and exhibited a changing trend from moderate and higher levels
to lower levels. Slope was the most important topographic factor that
affected different spatial and temporal distributions of soil erosion. The
band with a slope of 15–35<inline-formula><mml:math id="M169" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> was the main erosion
slope section in the study area. The soil erosion in all rocky outcrop areas
exhibited an improving trend, but the dynamic changes in soil erosion in
each lithological distribution zone varied greatly. As rocky desertification
worsens, the erosion modulus lowers and the decreasing rate of annual
erosion will slow.</p>
      <p>In karst areas, lithology and rocky desertification are the most important
natural factors that cause different temporal and spatial variations in soil
erosion. Lithology is the geological basis of soil erosion, and rocky
desertification is widely distributed in karst valley areas. Different
spatial distributions of lithology and rocky desertification lead to a large
area of soil loss. Lithological and rocky desertification factors introduced
in the soil erosion model can accurately reflect and predict soil erosion
conditions and spatial distribution characteristics in karst areas. This
finding will help promote research into soil erosion in karst areas
worldwide.</p>
      <p>In karst areas, underground space is complicated and consists of multiple
geological and geomorphological features. In addition to surface loss, soil
loss occurs through karst caves, underground rivers, and other means,
causing differences between the measured soil loss and the calculated value
in the model. Most of the time, soil erosion study methods and indicators
that are used for non-karst areas cannot reflect the actual conditions of
karst areas.</p>
</sec>

      
      </body>
    <back><notes notes-type="dataavailability">

      <p>No data sets were used in this article.</p>
  </notes><?xmltex \hack{\newpage}?><notes notes-type="competinginterests">

      <p>The authors declare that they have no conflict of interest.</p>
  </notes><ack><title>Acknowledgements</title><p>This research was supported by the National Key Research Program of China
(nos. 2016YFC0502300, 2016YFC0502102, 2013CB956700, and 2014BAB03B02), the
UNESCO Research Center on Karst (no. U1612441), international cooperation
research projects of the National Natural Science Fund Committee
(nos. 41571130074 and 41571130042), the Science and Technology Plan of
Guizhou Province of China (nos. 2012-6015, 2013-3190, and 2017-2966), and
science and technology cooperation projects (no. 2014-3).<?xmltex \hack{\newline}?><?xmltex \hack{\newline}?> Edited by: Antonio Jordán<?xmltex \hack{\newline}?> Reviewed by:
four anonymous referees</p></ack><ref-list>
    <title>References</title>

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    <!--<article-title-html>Soil erosion evolution and spatial correlation analysis in a typical karst geomorphology using RUSLE with GIS</article-title-html>
<abstract-html><p class="p">Although some scholars have studied soil erosion in karst
landforms, analyses of the spatial and temporal evolution of soil erosion and
correlation analyses with spatial elements have been insufficient. The lack of
research has led to an inaccurate assessment of environmental effects,
especially in the mountainous area of Wuling in China. Soil erosion and rocky
desertification in this area influence the survival and sustainability of a
population of 0.22 billion people. This paper analyzes the spatiotemporal
evolution of soil erosion and explores its relationship with rocky
desertification using GIS technology and the revised universal soil loss
equation (RUSLE). Furthermore, this paper analyzes the relationship between
soil erosion and major natural elements in southern China. The results are as
follows: (1) from 2000 to 2013, the proportion of the area experiencing
micro-erosion and mild erosion was at increasing risk in contrast to areas
where moderate and high erosion are decreasing. The area changes in this time
sequence reflect moderate to high levels of erosion tending to
convert into micro-erosion and mild erosion. (2) The soil erosion area on the slope,
at 15–35°, accounted for 60.59 % of the total
erosion area, and the corresponding soil erosion accounted for 40.44 %. (3) The annual erosion rate in the karst region decreased much faster than
in the non-karst region. Soil erosion in all of the rock outcrop areas
indicates an improving trend, and dynamic changes in soil erosion
significantly differ among the various lithological distribution belts. (4) The soil erosion rate decreased in the rocky desertification regions, to
below moderate levels, but increased in the severe rocky desertification
areas. The temporal and spatial variations in soil erosion gradually
decreased in the study area. Differences in the spatial distribution between
lithology and rocky desertification induced extensive soil loss. As rocky
desertification became worse, the erosion modulus decreased and the
decreasing rate of annual erosion slowed.</p></abstract-html>
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