Parametric Study of Underground Water Tank using FEM

Author(s):

Anshuman Nimade , Swami Vivekanad College of Engineering, Indore; Niraj Soni, SRK University Bhopal; Goutam Varam, SRK University Bhopal; Vikas Joshi, Swami Vivekanad College of Engineering Indore; Sharad Charasia, Swami Vivekanad College of Engineering Indore

Keywords:

Underground water tank, Finite Element method, Stresses on tank, L/B ratio, Staad pro v8i

Abstract:

Water storage is essential for fulfilling all the requirements of the domestic, industrial and fireplace demands of most public water structures. A lifestyle of the population and their economic situations has an effect on the water use in the domestic in exclusive different part of India. The type and potential of water storage required in a distribution system vary with the range and the size of the system, topography of the area. At different degree fulfill the need for water, storage of water is needed. Underground water tanks are used for underground storage of potable ingesting water, wastewater & rainwater collection. And it is a water storage structure built below the ground. The paper includes the parametric study of UG Rectangular tank that how the Stressed, node displacement and base pressure be produced when tank empty or full with vary the length and width ratio(L/B) with constant height of stem with using finite element method by Staad Pro V81.

Other Details:

Manuscript Id	:	IJSTEV4I9045
Published in	:	Volume : 4, Issue : 9
Publication Date	:	01/04/2018
Page(s)	:	94-98

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