Integrative Approach for Designing the Collection System Network for Malappuram City, Kerala using MIKE+ Model

Authors

  • Akhilesh Kumar Jha M. Tech student, Department of Water Engineering and Management, Central University of Jharkhand, Ranchi, India. Author
  • Rupam Kumari M. Tech student, Department of Water Engineering and Management, Central University of Jharkhand, Ranchi, India. Author
  • Manish Kumar Engineer, DHI Pvt. Limited, New Delhi Author
  • Ajai Singh Professor, Department of Water Engineering and Management, Central University of Jharkhand, Ranchi, India. Author

DOI:

https://doi.org/10.47884/jweam.v3i1p14-26

Keywords:

MIKE+, 1-D Pipe hydrodynamics, Time area Method, Manhole digitization

Abstract

MIKE+ model is used to design the collection system of Malappuram city situated at 54 km south west of Calicut and 90 km North West of Palakkad of Kerala state. The shapefile of the study area, SRTM 30m Digital Elevation Model, and rainfall data for the years 2017-2020 were collected and added as layers in MIKE+. Through manhole digitization followed by link creation, catchment delineation, catchment connection, and various boundary conditions, the rainfall-runoff model and catchment discharge by rational formula were determined. In Malappuram city, there are nine outlets, majority of sewers are delivering water to outlets at nodes 1156, 2344, and 2955 to reduce the burden of waste. According to the diameter of the manholes, the collection system was observed to be overdesigned, but it is capable of collecting all wastewater from each residence and catchment runoff to outlets without the need of pumps by gravity flow. In future perspective, if the water level exceeds the set critical level, mainly for the trunks sewer Aand G, it will be a point of concern and requires attention.

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Published

2022-04-30

How to Cite

Integrative Approach for Designing the Collection System Network for Malappuram City, Kerala using MIKE+ Model. (2022). Journal of Water Engineering and Management, 3(1), 14-26. https://doi.org/10.47884/jweam.v3i1p14-26

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