Comparison of different shape of Water Tank with respect to various properties
Sagar Gawade, Dr.P.V.Durge
Different shape of ESR, IS 3370:1965, IS 3370:2009(new version), Limit State Method and Working State Method
Water tanks can be seen in communities all across the country, but how well are they designed? In this work, we study the optimal shape of water tanks to _and the fastest emptying time. In particular, we compare emptying the for different shaped water towers with the Same volume, height, and cross-sectional outlet area. We _rest review a formula for the emptying time as a function of the volume and the tank's height and then compute the emptying time for several speci_c tank shapes. The question of whether there exists a tank with a minimal emptying time is also considered in the context of prior work. Finally, our added contribution is to _x the volume of a typical water tank and compute the area and the emptying time for di_erent tank shapes, including composites, in order to develop an understanding for how an optimal tank might be designed.