عنوان مقاله :
تحليل پديده شكست در سدهاي خاكي با توجه به مشخصات شكاف
عنوان به زبان ديگر :
Dam Break Analysis of Embankment Dams Considering Breach Characteristics
پديد آورندگان :
شمسايي ، ابوالفضل ف پايا نويسنده ,
اطلاعات موجودي :
فصلنامه سال 1383 شماره 49
رتبه نشريه :
فاقد درجه علمي
كليدواژه :
Breach Characteristics , سدهاي خاكي , مشخصات شكاف , مهندسي , سدها , پديد ايجاد لوله , Embankment Dams , گسيختگي ها , پديده شكست
چكيده لاتين :
The study of damʹs break, needs the definition of various parameters such as the break cause, its type, its dimension and the duration of breach development. The precise forecast for different aspects of the breach is one of the most important factors for analyzing it in embankment dam. The characteristics of the breach and determination of their vulnerability has the most effect on the waves resulting from dam break. Investigating, about the parameters of the breach in "Silveh" earth dam have been determined using the suitable model. In Silve dam a trapezoid breach with side slope z=0.01m and the average base line b=80m was computed. The duration of the breaches development is 1.9 hour. Regarding the above results and the application of DAM Break software the consequences of the probable break of the dam was determined. The analysis of the results of water covering of the city of Piranshahr located 12km from silve dam confirms that in 3 hours the water will reach the height (level) of 1425 meters.
عنوان نشريه :
آب و فاضلاب
عنوان نشريه :
آب و فاضلاب
اطلاعات موجودي :
فصلنامه با شماره پیاپی 49 سال 1383
كلمات كليدي :
#تست#آزمون###امتحان