Iterative Methodology In the Proprtionate 'Design' Flow-Kinetics of Water Supply Network of Distribution Zones
Keywords:
Pipe flow, pressure distribution, Head loss, Hardy-cross method, Hazen-William equation, Flow optimization, Iteration procedure, Water supply, Distribution network design.Abstract
With the growth of infrastructure, development is now-a-days’ common point of discussion. Preparation of suitable land-scape is seen here & there, everywhere; be it plateau or long terrain of varieties, it's irrespective. It's very particular when the rural places are brought to under developmental infrastructure. Design & its subsequent implementation often gets trouble over the several information of the sites under construction – it’s here to be pondered on designing the distribution of the flow into the network of pipes of the urban life. This paper has explained a procedural methodology in determining the corrected flows & its distribution in designing the water supply scheme of infrastructure sector, especially the distribution network of township. There may be several methods available in the regard, but this study’s method has demanded the level of precision based upon the designer’s expectancy. This method has shown itself to be as flexible as modest in its handling estimation. Not only the flow-distribution be done by it, it has also the ability of finding out the efficacy of dimensional magnitudes such as length, diameter, velocity etc. With such scope of vision, this study has ended here with various cross-checks which have made the methodology discriminately more realistic & reiiable.
References
- Wikipedia, Urbanisation in India - https://en.wikipedia.org/wiki/Urbanisation_in_India
- Roopal Suhag, "Overview of Ground Water in India", 2016. PRS Legislative Research.
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