پارامترهای هندسی و نقش آنها در تغییرات زمانی- مکانی بستر رودها مطالعه¬ی موردی: رودخانه¬ی هررود سرشاخه رود کرخه در استان لرستان دکتر مجتبی یمانی ، سیامک شرفی

نوع مقاله: مقاله پژوهشی

10.22111/gdij.2012.422

چکیده

آبراهه­ها سیستمی کاملاً پویا هستند و موقعیت، شکل و دیگر مشخصه­های مورفولوژیکی آنها به طور پیوسته و در طول زمان تغییر می­کند. در این پژوهش، مورفولوژی رودخانه­ی هررود در استان لرستان با استفاده از روش مقایسه زمانی- مکانی مورد بررسی قرار گرفته است. با استفاده از عکس­های هوایی سال 1334 و تصاویر ماهواره­ای سال 1386 بستر هررود در دو دوره­ی زمانی و در محیط نرم­افزار Arc GIS رقومی گردیده و سپس در محیط نرم­افزاری Auto Cad پارامترهای هندسی رودخانه مانند طول موج، ضریب خمیدگی، شعاع نسبی و نظایر آن  برای بررسی تغییرات با روش برازش دایره­های مماس بر قوس رودخانه اندازه­گیری شده است. با توجه به تشابه نسبی ژئومورفیکی مسیر آبراهه به 4 بازه­ی تقسیم شده و سپس پارامترهای مذکور و تغییرات به وجود آمده در طول مسیر رود با توجه به شکل و الگوی رودخانه مورد مقایسه قرار گرفته­اند.
پارامترهای هندسی به دست آمده در بازه­های مورد مطالعه و مقایسه­ی این پارامترها با یکدیگر نشان می­دهد که بیشترین تغییرات در بازه­ی 1 به علت شریانی بودن رودخانه، فرسایش­پذیر بودن سازندهای کنار بستر، افزایش بار رسوبی کف و در نهایت فرسایش کناری رودخانه روی داده است. از طرفی در بازه­های 2 و3 تغییرات کمتری دیده می­شود اما این تغییرات نسبت به گذشته افزایش پیدا کرده و رودخانه حالت پیچان­رودی پیدا کرده است. در نهایت در بازه­ی 4 به علت کوهستانی بودن و تأثیرپذیری مسیر رودخانه از عوامل توپوگرافی، الگوی رودخانه مستقیم بوده و فقط در چند قوس، تغییر به صورت خیلی جزیی دیده می­شود.

کلیدواژه‌ها


عنوان مقاله [English]

The Geometrics Parameters and Role of Them in Time - Interval Changes Sequence of Bed Rivers) Case Study: Hor Rood a Sub Basin of Karkhe River in Lorestan Province( Dr. Mojtaba Yamani Associate Professor Faculty of Geography University of Tehran Siyamack Sharafi P.H.D Student of Geomorphology University of Tehran

چکیده [English]

Introduction
Rivers and streams are fully dynamic systems and their position, shape and other morphological characteristics are changing continually over the time. Due to the bank’s erosion and displacement of river banks, every year a great surface of agricultural lands, residential areas and bank facilities are being destructed. Different factors effect on the destruction of river floor and walls, including scour erosion of the banks, erosion and destruction due to entering agricultural drainage and so on. A group of factors such as waterway slope, flow rate, characteristics of bed materials, frequency and flood intensity determines the river morphology based on the time and spatial aspects. In this regard Leopold and Leman divided the rivers from morphological point of view in three groups of direct, meander and arterial. These patterns are also affected by these factors. Among these, meander pattern of the rivers as an effective parameter appears to be essential as a useful parameter to identify the hazards and the ways to conserve the existing resources and capital in different regions. This study investigated the lateral changes of the rivers that in the last years has threaten the communication path, agricultural lands and human structures besides the river banks, Therefore, due to the existence of bank erosion and morphological changes of the under study river, the aim is to study Hor rood River Geomorphology and its changes in a period of 52 years with a focuses on applied fields in different ranges of river engineering schemes. With this objective, identification of effective variables in bed instability for understanding the pattern of the river, changes trend, river path displacement in a long period of time and investigation of the factors and mechanism of bed changes is essential. And it was necessary that critical paths and parts of rivers have been detected concerning the bank erosion on the river. It was adapted by previous studies, calculated geometric parameters and field survey basis.
 
Research Methodology
In this research, the morphology of Hor Rood River has been studied through the spatial and temporal changes using the quantitative measurements. River plan and its geometric characteristics have been studied through the aerial photographs of military geography organization (1334), satellite images (IRS2007 and Aster2005) with a resolution of 5 and 15 meters respectively and Google earth's maps. To calculate the geometric parameters such as wavelength, sinuosity, radius and central angle of meanders, relative radius, length of the valley and etc in two mentioned period, river path has been drown in Arc GIS software and tangent circles have been drawn on meanders in the AutoCAD software. After these measurements, statistical comparison between the geometrical characteristics of the two time periods was obtained. By the use of graphical directions, the spatial variations of river path have been identified and compared in past and present. In order to better understand and describe of the river morphology and  measured geometric parameters Hor rood River has been divided into four reaches concerning  with cross sections and morphological characteristics in each reach.
 
Discussion and Results
For classification and identification of hydraulic and hydro physic properties of rivers, it is necessary that some characteristics of river has been measured and calculated as quantitative geometric parameters. Geometric parameters such as, 1) wavelength, 2) the central angle of meander 3) meander radius 4) relative radius and 5) sinuosity of the river are some of the main quantitative measurable parameters. In this study, the geometric parameters of the river in 1955 and 2007 time period were measured, compared and analyzed.
Central angle probe in the period of the study shows that three of reaches are developed meanders concerning with Kornis classification method and fourth reach changed from developed meander in 1955 to underdeveloped meander in 2007 due to the mountainous region of the reach. But the averages of central angle of this three meanders has increased in comparison with averages of central angle  in 1955. Radius changes of meanders show that the radius of the meanders has decreased from 1955 to 2007 except in reach 1. Sinuosity of the river in the period of the study probe shows that reaches number 2 and 3 were meanders and reaches number 1 and 4 were sinuous rivers in 1955. But reach number 1 has changed to a meander reach since 2007.  Changes in wavelength and the length of the river valley shows that average changes in the wavelength and valley length from 1955 to2007 has changed to more than twice and its reason can be depended on high power of the river in soft and alluvial bed than mountainous regions. And also the average amount of wavelength in reaches 2, 3 and 4 has decreased from 1955 to2007. The average amount of valley length in reach 3 from 1955 to2007 has increased. But the average amount of valley length in reaches 2 and 4 from 1955 to2007 has decreased. It means changing rate in these two reaches was lower. Changes in relative radius shows that study reaches of Hor rood River are located in each three kinds of bents and their relative radius from 1955 to2007 has decreased. Reach number 1, is located in confined region. Reaches number 2 and 3 are located in free zone and their relative radius dwindle in 2007 declares decreasing in freeness of bents and increasing pressure on bents but bents in reach 4 are located in confined zone. It means bents are confined in mountainous zone. Bed width comparison in 1955 and 2007 shows that bed width in reach 1 has doubled and in reach 4 there was a little change (about 1meter). There were significant changes in bed width of reaches 2 and 3.
 
Conclusion
Probe in geometric data of rivers and changes in their shape and regime can shows variation trend in future. Calculated parameters of Hor rood River shows its changes in time series in the study reaches. These parameters show that the most changes has been occurred in reach 1 due to its erodible bed, bed load increase, braided shape and low vegetation cover. Variations in parameters such bed width, number of meanders; wavelength and etc approve the trend of these changes. Although sediment and water discharge have been increased and slope decreased in reaches 2 and 3, there is lower changes. These changes have been occurred just in upstream of reach 2 and end of reach 3 in some bents which encompasses the meandering part of Hor Rood River. This reaches has been supposed to have the most changes due to sediment and water discharge increase and also slope decrease in reaches which are the most important factors in morphological changes in river. But evidences don’t show this issue.  Investigations and data incorporation shows fairly strong earth topology in the path of the river is the main reason. Although there is proper condition for bank erosion and morphologic changes in reach 4, the changes are lower and results showed earth strength against erosion, straight path of river and topography effects are the major variables.  Thus regarding with river geometric parameters, effective factors in changes of regime and Hor rood River morphology  we can infer that changing in reaches 1 through 4 has been decreased but sediment and water discharge have been increased. Overall results show there is no direct relationship between hydrologic factors and morphologic changes and the most effective parameter in morphologic changes and bank erosion of the studied river is river bed and bank material.





 
The Geometrics Parameters and Role of Them in Time Interval …
 
 
 
 





 
 
Keywords: Geomorphology, River, Hor Rood River, Geometric Parameters, River Changes, Lorestan province.
 
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کلیدواژه‌ها [English]

  • Geomorphology
  • River
  • Hor Rood River
  • Geometric Parameters
  • River Changes
  • Lorestan province