Optimization of Circular Elevated Service Reservoir

Optimization of Circular Elevated Service Reservoir
Authors : Dr. S. A. Halkude, Mr. A. B. Jadhav
Publication Date: 04-09-2014


Author(s):  Dr. S. A. Halkude, Mr. A. B. Jadhav

Published in:   International Journal of Engineering Research & Technology

License:  This work is licensed under a Creative Commons Attribution 4.0 International License.

Website: www.ijert.org

Volume/Issue:   Vol. 3 - Issue 9 (September - 2014)

e-ISSN:   2278-0181


This research is an application of optimization technique to the structural design of elevated circular water tank with flat top and flat bottom slab, for varying tank capacities and varying the D/H ratio, with fixed supporting structure height, basic wind speed & soil bearing capacity conditions. The objective of the research is to arrive at an optimum geometry of a given capacity of water tank, using continuity analysis method. The elevated circular water tank is found to be insignificant for D/H ratio consideration with small capacities of tank, while the D/H ratio is more significant for higher capacities of E.S.R.


Number of Citations for this article:  Data not Available


Key Word(s):    


Number of Downloads:     1348

Call for Papers - May - 2017



                 Call for Thesis - 2017 

     Publish your Ph.D/Master's Thesis Online

              Publish Ph.D Master Thesis Online as Book