شماره مدرك :
4050
شماره راهنما :
3828
پديد آورنده :
رمضاني اعتدالي، مجتبي
عنوان :

پهنه بندي سيل در بخشي از رودخانه پلاسجان با به كارگيري سامانه اطلاعات جغرافيايي (GIS) و HEC-RAS

مقطع تحصيلي :
كارشناسي ارشد
گرايش تحصيلي :
آبياري و زهكشي
محل تحصيل :
اصفهان: دانشگاه صنعتي اصفهان، دانشكده كشاورزي
سال دفاع :
1386
صفحه شمار :
يازده، 108، [II] ص.: مصور، جدول،نمودار
يادداشت :
ص.ع. به: فارسي و انگليسي
استاد راهنما :
سعيد اسلاميان
استاد مشاور :
منوچهر حيدرپور، عليرضا سفيانيان
توصيفگر ها :
دشت سيلابي , ضريب زبري مانينگ
تاريخ نمايه سازي :
18/04/87
استاد داور :
جهانگير عابدي، شمس الله ايوبي
دانشكده :
مهندسي كشاورزي
كد ايرانداك :
ID3828
چكيده فارسي :
به فارسي و انگليسي: قابل رؤيت در نسخه ديجتال
چكيده انگليسي :
AbstractNecessity of water has caused human residence around the rivers Therefore from thepast years in order to flood defense human has tried to minimize flood destructions Flood zoning for determining a safe and specific region for agriculture activities thesuitable urban and rural regions are important and it can be an effective factor forreducing flood hazards In this research for investigating the potential of HEC RAS andARC VIEW software s in flood zoning the Plasjan river in Zayandehrood watershed wasselected Therefore after providing the maps with scale of 1 1000 from this region regarding instruction of flood zoning maps 55 sections in 7 4 kilometers of river reachwere selected After collecting hydrologic information of the region Manningroughness coefficient was determined through Chow table and engineering judgment Finally by HEC RAS and ARC VIEW software s the required steps were performed andthe maps of flood elevation and area for different return periods of 5 10 25 50 100 and200 year have been provided The study results show that this software has a relativelyhigh accuracy in providing flood zoning maps and 5 estimate error of HEC RAS insimulating water surface also confirms this accuracy Considering the changes of 20percent in roughness coefficient on water depth in different return periods indicates that the parameter has not the significant effects on the water depth and changes in depth arerelatively independent from the roughness coefficient Therefore using the HEC RAS flood zoning maps were prepared with the highest accuracy
استاد راهنما :
سعيد اسلاميان
استاد مشاور :
منوچهر حيدرپور، عليرضا سفيانيان
استاد داور :
جهانگير عابدي، شمس الله ايوبي
لينک به اين مدرک :

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