شماره ركورد :
234615
عنوان مقاله :
مدل گسترده تحليل پايداري سواحل رودخانه‌
عنوان به زبان ديگر :
Extensive Model of Stability Analysis of Riverbanks
پديد آورندگان :
صمدي، امير نويسنده Samadi, A. , اميري تكلداني ، ابراهيم نويسنده Amiri- Tokaldany, E.
اطلاعات موجودي :
فصلنامه سال 1387
رتبه نشريه :
علمي پژوهشي
تعداد صفحه :
20
از صفحه :
37
تا صفحه :
56
كليدواژه :
تحليل پايداري , فرسايش سواحل رودخانه , پايداري سواحل رودخانه , Cantilever Failure , River Bank Erosion , Planar Failure , Rotational Failure , stability analysis
چكيده لاتين :
Riverbank erosion, land loss and associated sedimentation arc river engineering and water resources management problems of global significance. The ability to predict riverbank stability on eroding rivers is the prerequisite of developing a channel width adjustment model and is essential for estimating riverbank erosion and associated sedimentation. In this research. a detailed model for stability analysis of riverbanks is introduced. Contrary to most available models developed based only on one type of planar or rotational failure, the new model ineludes both these types of failure, providing the ability to analysis bank stability using other available methods and compare the results. Furthermore. this new, unique model has the ability to analyze riverbank stability against cantilever failure. The most suitable analysis method was first selected based on bank material characteristics and stratification and the height and slope angle of the riverbank. The stability of the riverbank was then analyzed based on probable failure methods. The application of the new model providing examples of different types of failure is described
سال انتشار :
1387
عنوان نشريه :
تحقيقات مهندسي كشاورزي
عنوان نشريه :
تحقيقات مهندسي كشاورزي
اطلاعات موجودي :
فصلنامه با شماره پیاپی سال 1387
كلمات كليدي :
#تست#آزمون###امتحان
لينک به اين مدرک :
بازگشت