<?xml version="1.0" encoding="utf-8"?>
<journal>
<title>Environmental Erosion Research</title>
<title_fa>پژوهش هاي فرسايش محيطي</title_fa>
<short_title>E.E.R.</short_title>
<subject>Literature &amp; Humanities</subject>
<web_url>http://magazine.hormozgan.ac.ir</web_url>
<journal_hbi_system_id>1</journal_hbi_system_id>
<journal_hbi_system_user>admin</journal_hbi_system_user>
<journal_id_issn>2251-7812</journal_id_issn>
<journal_id_issn_online>2717-3968</journal_id_issn_online>
<journal_id_pii></journal_id_pii>
<journal_id_doi>10.61882/jeer</journal_id_doi>
<journal_id_iranmedex></journal_id_iranmedex>
<journal_id_magiran></journal_id_magiran>
<journal_id_sid>6561</journal_id_sid>
<journal_id_nlai>8888</journal_id_nlai>
<journal_id_science>45855/11/3/90</journal_id_science>
<language>fa</language>
<pubdate>
	<type>jalali</type>
	<year>1402</year>
	<month>1</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2023</year>
	<month>4</month>
	<day>1</day>
</pubdate>
<volume>13</volume>
<number>1</number>
<publish_type>online</publish_type>
<publish_edition>1</publish_edition>
<article_type>fulltext</article_type>
<articleset>
	<article>


	<language>fa</language>
	<article_id_doi></article_id_doi>
	<title_fa>بررسی فرسایش کناره رودخانه قلعه رودخان گیلان با استفاده از شاخص فرسایش بالقوه کرانه رود</title_fa>
	<title>Investigation of Lateral Erosion of Qaleh Rudkhan River in Guilan Using Streambank Erosion Potential Index</title>
	<subject_fa>مدیریت و کنترل اثرات فرسایش محیطی</subject_fa>
	<subject></subject>
	<content_type_fa>مستخرج از پایان‌نامه / رساله / طرح پژوهشی</content_type_fa>
	<content_type></content_type>
	<abstract_fa>&lt;span style=&quot;font-size:10pt&quot;&gt;&lt;span style=&quot;direction:rtl&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;b&gt;&lt;span lang=&quot;FA&quot; style=&quot;font-size:11.0pt&quot;&gt;&lt;span b=&quot;&quot; compset=&quot;&quot; style=&quot;font-family:&quot;&gt;تغییرات کانال رودخانه، فرایندهای طبیعی رودخانه و بخشی&lt;/span&gt;&lt;/span&gt;&lt;/b&gt;&lt;b&gt; &lt;/b&gt;&lt;b&gt;&lt;span lang=&quot;FA&quot; style=&quot;font-size:11.0pt&quot;&gt;&lt;span b=&quot;&quot; compset=&quot;&quot; style=&quot;font-family:&quot;&gt;از&lt;/span&gt;&lt;/span&gt;&lt;/b&gt;&lt;b&gt; &lt;/b&gt;&lt;b&gt;&lt;span lang=&quot;FA&quot; style=&quot;font-size:11.0pt&quot;&gt;&lt;span b=&quot;&quot; compset=&quot;&quot; style=&quot;font-family:&quot;&gt;عملکرد&lt;/span&gt;&lt;/span&gt;&lt;/b&gt;&lt;b&gt; &lt;/b&gt;&lt;b&gt;&lt;span lang=&quot;FA&quot; style=&quot;font-size:11.0pt&quot;&gt;&lt;span b=&quot;&quot; compset=&quot;&quot; style=&quot;font-family:&quot;&gt;سیستماتیک&lt;/span&gt;&lt;/span&gt;&lt;/b&gt;&lt;b&gt; &lt;/b&gt;&lt;b&gt;&lt;span lang=&quot;FA&quot; style=&quot;font-size:11.0pt&quot;&gt;&lt;span b=&quot;&quot; compset=&quot;&quot; style=&quot;font-family:&quot;&gt;رودخانه&#8204;ها&lt;/span&gt;&lt;/span&gt;&lt;/b&gt;&lt;b&gt; &lt;/b&gt;&lt;b&gt;&lt;span lang=&quot;FA&quot; style=&quot;font-size:11.0pt&quot;&gt;&lt;span b=&quot;&quot; compset=&quot;&quot; style=&quot;font-family:&quot;&gt;است که به تخریب زمین&amp;shy;های کشاورزی اطراف رودخانه منجر می&amp;shy;شود و به تأسیسات انسانی و راه&amp;shy;ها خسارت وارد می&amp;shy;کند. هدف از اجرای این پژوهش، بررسی فرسایش کناره رودخانه با استفاده از شاخص فرسایش بالقوه کرانه رود اکلاهما ـ اوزاراک است. حوضه آبخیز قلعه رودخان، در غرب استان گیلان و در شهرستان فومن واقع شده&amp;shy;است. این رودخانه از دامنه&amp;shy;های شمالی کوه&amp;shy;های طالش سرچشمه می&amp;shy;گیرد و بعد از خروج از کوهستان در منطقه فومن، به جلگه گیلان وارد می&amp;shy;شود و در نهایت به دریای خزر می&amp;shy;ریزد. به منظور بررسی فرسایش کناره رودخانه، بخشی از آن به طول تقریبی پنج کیلومتر در نزدیکی فومن مشخص و در هشت بازه پارامترهای موجود در شاخص فرسایش بالقوه کرانه رود بررسی شد. در این روش، هشت عامل ارتفاع کرانه رود، زاویه کرانه، درصدی از کرانه رود که شیب بیش از هشتاد درجه دارد، شواهد حرکات توده&amp;shy;ای، رسوبات منفصل، حفاظت کناره رود، پوشش گیاهی حاشیه رود و انحنای رود امتیازدهی شد.&amp;nbsp; با توجه به نتایج امتیاز نسبی، پوشش گیاهی ریپارین و حفاظت از کرانه مؤثرترین عوامل در ناپایداری کرانه&#8204;های چپ و راست در رودخانه قلعه رودخان است. به طورکلی می&#8204;توان گفت در کرانه&#8204;های رودخانه قلعه رودخان، وضعیت ناپایداری غلبه دارد که این مسئله ناشی از دخل و تصرف انسان در این بخش از رودخانه است. &lt;/span&gt;&lt;/span&gt;&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&amp;nbsp;</abstract_fa>
	<abstract>&lt;span style=&quot;font-size:10pt&quot;&gt;&lt;span style=&quot;text-justify:kashida&quot;&gt;&lt;span style=&quot;text-kashida:0%&quot;&gt;&lt;span style=&quot;page-break-after:avoid&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;b&gt;&lt;span lang=&quot;X-NONE&quot; style=&quot;font-size:11.0pt&quot;&gt;&lt;span style=&quot;letter-spacing:-.5pt&quot;&gt;&lt;/span&gt;&lt;/span&gt;&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&lt;span style=&quot;font-size:12pt&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;span style=&quot;letter-spacing:-0.5pt&quot;&gt;&lt;b&gt;&lt;span style=&quot;font-size:11.0pt&quot;&gt;1- Introduction&lt;/span&gt;&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&lt;span style=&quot;font-size:10pt&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;River canal changes are natural river processes and part of the systematic functioning of rivers that cause the destruction of agricultural land around the river and damage to human facilities and roads.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;Due to the frequent occurrence of lateral erosion risk in Qaleh Rudkhan Fooman river in Guilan province, identification and determination of stable and unstable shores and the degree of this stability can play an effective role in controlling erodible river environments, and preventing environmental hazards.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;The purpose of this study is to investigate riverbank erosion using &lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;Oklahoma Ozark streambank erosion potential index (OSEP).&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&lt;span style=&quot;font-size:12pt&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;span style=&quot;letter-spacing:-0.5pt&quot;&gt;&lt;b&gt;&lt;span style=&quot;font-size:11.0pt&quot;&gt;2- Methodology&lt;/span&gt;&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&lt;span style=&quot;font-size:10pt&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;Qaleh Rudkhan watershed is located in the west of Guilan province in Fooman city.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;This river originates from the northern slopes of the Talesh Mountains and after leaving the mountains in the Fooman region, enters the Guilan Plain and finally flows into the Caspian Sea.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;The study area is approximately 5 km long, upstream of the river and near the city of Fooman.&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&lt;span style=&quot;font-size:10pt&quot;&gt;&lt;span style=&quot;text-autospace:none&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;In order to investigate the erosion of the river bank, a part of the river with an approximate length of 5 km near Fooman was identified and in 8 reaches, the parameters in the &lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;Oklahoma Ozark streambank erosion potential index (OSEP)&lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt; were examined.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;In this method, eight factors of bank height, bank angle, &lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;percentage of bank height with a bank angle greater than 80 &lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;degrees, &lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;evidence of recent mass wasting (percentage of bank)&lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;, &lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;unconsolidated material (percentage of bank)&lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;, &lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;streambank protection (percentage of streambank covered by plant roots, vegetation, downed logs and branches, rocks, etc.)&lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;, &lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;established beneficial riparian woody-vegetation cover, &lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;and &lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;stream curvature &lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;are scored.&lt;/span&gt;&lt;b&gt; &lt;/b&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;In this method, based on the scores calculated for each reach, the stability situation is as follows: &lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;0-25:&lt;b&gt; &lt;/b&gt;highly stable, 26-35: moderately stable, 36-45: stable, 46-55: unstable, 56-65: moderately unstable, 66-85: highly unstable.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;The relative average of the scores has been used to determine the factor affecting lateral erosion and river bank stability.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;For statistical analysis of the studied intervals, two statistical methods of Box Whisker plot diagram and correlation coefficient with regression have been used.&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&lt;span style=&quot;font-size:12pt&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;span style=&quot;letter-spacing:-0.5pt&quot;&gt;&lt;b&gt;&lt;span style=&quot;font-size:11.0pt&quot;&gt;3- Results &lt;/span&gt;&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;
&lt;h3 style=&quot;text-align:justify; text-indent:11.35pt&quot;&gt;&lt;span style=&quot;font-size:12pt&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span calibri=&quot;&quot; light=&quot;&quot; style=&quot;font-family:&quot;&gt;&lt;span style=&quot;color:#1f4d78&quot;&gt;&lt;span style=&quot;font-weight:normal&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;Based on the available findings, in the reaches 1 to 5, the river canal is an irregular one in shape and the river pattern is straight.&lt;/span&gt; &lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;Bed sediments in this reaches are gravel; the predominant vegetation along the river is grassland along with single trees across the river, and land uses are also agriculture and grazing pastures.&lt;/span&gt; &lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;One of the geomorphic forms connected to the river bank is intermittent lateral barriers.&lt;/span&gt; &lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;Along these reaches, massive movements of the transition slip type have been observed.&lt;/span&gt; &lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;The human evidence influencing the shape of the river includes the destroyed bridge and the &lt;/span&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;sand and gravel resulted from mining&lt;/span&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt; operations from the riverbed. In reach 6, the river channel is an asymmetrical channel in shape and the river pattern is sinusoidal.&lt;/span&gt; &lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;The properties of bed sediments, vegetation and geomorphic forms are similar to previous periods.&lt;/span&gt;&lt;span dir=&quot;RTL&quot; style=&quot;font-family:&quot;Times New Roman&quot;,serif&quot; lang=&quot;FA&quot;&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/h3&gt;
&lt;span style=&quot;font-size:10pt&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;In the seventh and eighth reach&lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;e&lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;s, the river channel is asymmetric in terms of shape and the river pattern is of the meandering form.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;The condition of bed sediments and vegetation is similar to previous reaches.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;Among the geomorphic forms connected to the river bank in the reach of seven and eight are alternating lateral barriers, point barriers and paleochannel.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;Along these reaches, mass movements of transfer slip and debris type have been observed.&lt;/span&gt;&lt;span dir=&quot;RTL&quot; style=&quot;font-size:12.0pt&quot; lang=&quot;FA&quot;&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&lt;span style=&quot;font-size:10pt&quot;&gt;&lt;span style=&quot;tab-stops:52.75pt&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;Based on the results obtained from the eight reaches, in general, the right bank of the river, except for the second reach, has been recorded and classified in an unstable state, while the left bank has had different classifications in different reaches.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;Therefore, the results of one, five and eight reaches are unstable, the results of two, three, four and six are stable and the results of seven show moderate instabilities.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;Based on the calculation of the relative scores of effective factors in the erosion of Qaleh Rudkhan river bank, in both left and right banks, s&lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;treambank protection and established beneficial riparian woody-vegetation cover &lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;are the most important influential factors and have the most important role in the occurrence of lateral erosion risk.&lt;/span&gt;&lt;span calibri=&quot;&quot; class=&quot;Heading1Char&quot; light=&quot;&quot; style=&quot;font-family:&quot;&gt;&lt;span style=&quot;color:#2e74b5&quot;&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt; The &lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;Box plot diagram of effective factors in shore instability shows that the values of some parameters such as two parameters of riparian vegetation and riparian protection on the left and right banks did not change at different intervals and the same values were recorded.&lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&lt;span style=&quot;font-size:10pt&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;The correlation coefficient obtained between the right and left sides of the &lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;Oklahoma Ozark streambank erosion potential index (OSEP)&lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt; is 0.259, which indicates a weak correlation, which means the change in parameter values at one edge is not the same as the values measured at the opposite edge.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;Therefore, if there is instability on one shore, it is not associated with instability on the other shore.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;Examination of the values in the 8 studied reaches showed that the values obtained and the sensitivity to erosion varied along the study area on the opposite shores.&lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&lt;span style=&quot;font-size:12pt&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;span style=&quot;letter-spacing:-0.5pt&quot;&gt;&lt;b&gt;&lt;span style=&quot;font-size:11.0pt&quot;&gt;4- Discussion &amp; &lt;/span&gt;&lt;/b&gt;&lt;b&gt;&lt;span style=&quot;font-size:11.0pt&quot;&gt;&lt;span style=&quot;letter-spacing:-.2pt&quot;&gt;Conclusions&lt;/span&gt;&lt;/span&gt;&lt;/b&gt;&lt;b&gt;&lt;span style=&quot;font-size:11.0pt&quot;&gt;&lt;/span&gt;&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&lt;span style=&quot;font-size:10pt&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;The results obtained from the scores of the studied parameters in the &lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;Oklahoma Ozark streambank erosion potential index (OSEP) &lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;showed that in the left bank, the reaches 1, 5 and 8 were unstable, the reaches 2, 3, 4 and 6 were stable and the reach 7 was moderately unstable, while&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;on the right bank, all the reaches except reach 2 were unstable.&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&lt;span style=&quot;font-size:10pt&quot;&gt;&lt;span style=&quot;unicode-bidi:embed&quot;&gt;&lt;span new=&quot;&quot; roman=&quot;&quot; style=&quot;font-family:&quot; times=&quot;&quot;&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;According to the results of relative scores, the s&lt;/span&gt;&lt;span style=&quot;font-size:12.0pt&quot;&gt;treambank protection and established beneficial riparian woody-vegetation cover &lt;/span&gt;&lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;have been the most effective factors in the instability of the left and right shores of Qaleh Rudkhan river.&lt;/span&gt; &lt;span lang=&quot;EN&quot; style=&quot;font-size:12.0pt&quot;&gt;In general, it can be said that instability has prevailed in the banks of Qaleh Rudkhan River, which is due to human intrusion and occupation in this part of the river.&lt;/span&gt;&lt;span dir=&quot;RTL&quot; style=&quot;font-size:12.0pt&quot; lang=&quot;FA&quot;&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;br&gt;
&amp;nbsp;</abstract>
	<keyword_fa>رودخانه قلعه رودخان, شاخص فرسایش بالقوه کرانه رود, فرسایش کناره رودخانه ای, فومن, گیلان.</keyword_fa>
	<keyword>Qaleh Rudkhan river, streambank erosion potential index (OSEP), streambank erosion, Fooman city, Guilan province.</keyword>
	<start_page>53</start_page>
	<end_page>69</end_page>
	<web_url>http://magazine.hormozgan.ac.ir/browse.php?a_code=A-10-678-2&amp;slc_lang=fa&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>Mohammad Mahdi</first_name>
	<middle_name></middle_name>
	<last_name>Hosseinzadeh</last_name>
	<suffix></suffix>
	<first_name_fa>محمد مهدی</first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa>حسین زاده</last_name_fa>
	<suffix_fa></suffix_fa>
	<email>m_hoseinzadeh@sbu.ac.ir</email>
	<code>10031947532846007933</code>
	<orcid>10031947532846007933</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Earth Sciences Faculty, Shahid Beheshti University, Tehran</affiliation>
	<affiliation_fa>گروه جغرافیای طبیعی، دانشکده علوم زمین، دانشگاه شهید بهشتی، تهران</affiliation_fa>
	 </author>


	<author>
	<first_name>manijheh</first_name>
	<middle_name></middle_name>
	<last_name>sartipzadeh namin</last_name>
	<suffix></suffix>
	<first_name_fa>منیژه</first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa>سرتیپ زاده نمین</last_name_fa>
	<suffix_fa></suffix_fa>
	<email>manijheh.sartipzadeh.1375@gmail.com</email>
	<code>10031947532846007934</code>
	<orcid>10031947532846007934</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Earth Sciences Faculty, Shahid Beheshti University, Tehran</affiliation>
	<affiliation_fa>دانشکده علوم زمین، دانشگاه شهید بهشتی، تهران</affiliation_fa>
	 </author>


</author_list>


	</article>
</articleset>
</journal>
