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الكلية كلية الهندسة
القسم الهندسة البيئية
المرحلة 4
أستاذ المادة نسرين جاسم حسين المنصوري
13/07/2018 17:10:52
Instructional Objectives At the end of this lesson, the student shall be able to learn the following: 1. The concepts of steady and unsteady ground water flow to wells 2. Mathematical equations for water flow to wells in confined aquifers 3. Mathematical equations for water fl ow to wells in unconfined aquifers 4. Determination of the physical pr operties of confined aquifers 5. Design and installation of tube wells 2.7.0 Introduction As established in the earlier lessons, an eno rmous amount of water is stored within the ground. A small portion of that is in an unsaturated state but that below the water table, also called ground water, can be easily extrac ted for useful purpose, depending on the type and location within which the water exists. It has been roughly estimated that of the global water resources, about 0.6 percent exists as ground water, out of which about half can be eco nomically extracted with the present drilling technology. In fact, the ground water is the largest source of fresh water on earth excluding the polar icecaps and glaciers. Hence, ground wate r has been extracted on all regions of the world for different purposes an d about nearly one fifth of all the water used in the world is obtained from ground water sources. Evidence of extraction of water from dug wells has been found in the archeological remnants of Mohenjodaro. In many of the cities established dur ing the medieval ages in India, the main source of water wa s dug wells, though peo ple were dependent on surface water bodies like rive rs or, lakes, or ponds, if th at happened to be nearby. It is only during the past century that tube wells became popular as an easily operatable source of extraction of ground water. Gradually with easy access to electricity deep tube wells have become a common source of water. Howeve r, establishment of tube well extraction of water involves knowl edge about the movement of water through the geological formations, which has been discu ssed in Lessons 2.5 and 2.6. Water may have to be extracted from fo rmations ranging from sand, silt, clay, fractured rocks of different compositions etc., A well may be dug to extract water from a confined or an unconfined aquifer. Digging of more than one we ll in close vicinity affects each others’ yield as the drawdown of one influences the ot her. This may be quantitatively estimated by theories of ground water flow applied to the radial flow of water to each well. In this lesson, these theories are discussed, which would be helpful in designing such wells. Version 2 CE IIT, Kharagpur 2.7.1 Steady flow and unsteady flows Imagine a farmer using a deep tube or a dug well as a source of water for irrigating his field. The well may be fitted with a submergible pump or a centrifugal pump to draw out water and discharge at the head of a channel leading to the fields. As long as the pump is not in operation, the wa ter in the well remains at a st eady at a level, at that of the water table (Figure 1).
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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