Design and Analysis of Underground Circular & Rectangular Water Tank and Intze Water Tank
Journal: GRD Journal for Engineering (Vol.6, No. 6)Publication Date: 2021-06-01
Authors : Sahil Patel; Dhruv H Patel;
Page : 38-42
Keywords : Water Container; Joints in Structures; Control of Cracking; Limit State Method;
Abstract
With the increase in population the requirement of water is increased. The liquid retaining structure should be crack free, leakage free. Therefore container design should be as per codal provision. water tank design as per is-3370 i.e. Code of practice for concrete structure for storage of liquid BIS implement the revise version IS-3370 part-1[general requirement] IS-3370 part- 2 [reinforcement concrete structure] after a long time from its 1965 version in year- 2009.In which most of water tank where design as per old IS code 3370-1965.The objective of research is to say light on difference in the design parameter of Codal provision IS 3370-1965 and IS 3370-2009. For the same capacity of tanks there are different geometry used because of that structural cost of water tank is varies as per geometry of container. The costal comparison as per GWSSB SoR year 2020-21 is done and the most economical container is preferred for construction.
Citation: Sahil Patel, Dhruv H Patel. "Design and Analysis of Underground Circular & Rectangular Water Tank and Intze Water Tank." Global Research and Development Journal For Engineering 6.6 (2021): 38 - 42.
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