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الكلية كلية الهندسة
القسم الهندسة البيئية
المرحلة 4
أستاذ المادة نسرين جاسم حسين المنصوري
05/07/2018 19:20:15
Instructional Objectives The student, after completion of this lesson, shall know: 1. How is a design flood described fo r a particular hydraulic structure? 2. How are design floods designated fo r: a) Storage Dams; b) Barrages and weirs; c) Diversion works and Coffer dam s; and d) Cross drainage works, according to the Indian Standard guidelines. 3. What are the methods to calcul ate design floods, viz, a) The hydro- meteorological approach, and b) The statistical approach 4. The steps followed in finding out design flood by the hydro-meteorological approach, which is generally adopt ed for large and intermediate sized dams. 5. The steps followed in finding out desi gn flood by the statistical approach, either by probability distributions or by the method of plotting positions. 2.4.0 Introduction A flood is commonly consider ed to be an unusually high stage of a river. For a river in its natural state, occurrence of a flood usually fills up the stream up to its banks and often spills over to the adjoining flood plains. For a hydraulic structure planned within the river (like a dam or a barrage) or on an adj oining area (like flood control embankments), due consideration should be given to the design of the structure so as to pr event it from collapsing an d causing further damage by the force of water released from behind t he structure. Hence an estimate of extreme flood flow is required for the des ign of hydraulic structures, though the magnitude of such flood may be estimated in accordan ce with the importance of the structure. For example, the design flood for a large dam like the Bhakra (Figure 1) or the Hirakud (Figure 2) would be estima ted to be more than a medium sized dam like Chamera (Figure 3). It must be remembered that proper selection of design flood va lue is of great importance. While a higher value would result in an increase in the cost of hydraulic structures, an under-estimated value is likely to place the struct ure and population involved at some risk. Version 2 CE IIT, Kharagpur
المادة المعروضة اعلاه هي مدخل الى المحاضرة المرفوعة بواسطة استاذ(ة) المادة . وقد تبدو لك غير متكاملة . حيث يضع استاذ المادة في بعض الاحيان فقط الجزء الاول من المحاضرة من اجل الاطلاع على ما ستقوم بتحميله لاحقا . في نظام التعليم الالكتروني نوفر هذه الخدمة لكي نبقيك على اطلاع حول محتوى الملف الذي ستقوم بتحميله .
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