用MIKE+模型设计喀拉拉邦马拉普兰市收集系统网络的综合方法

A. Jha, R. Kumari, Manish Kumar, Ashutosh Kumar Singh
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引用次数: 0

摘要

MIKE+模型用于设计Malappuram市的收集系统,该城市位于Calicut西南54公里,喀拉拉邦Palakkad西北90公里。收集研究区地貌、SRTM 30m数字高程模型和2017-2020年的降雨数据,并在MIKE+中分层添加。通过人孔数字化,建立联系,划定集水区,连接集水区,以及各种边界条件,以合理的公式确定降雨-径流模型和集水区流量。在马拉普兰市,有9个排水口,大多数下水道将水输送到节点1156、2344和2955的排水口,以减少废物的负担。根据沙井的直径,收集系统被观察到过度设计,但它能够收集来自每个住宅的所有废水和集水区径流到出口,而不需要通过重力流泵。从未来的角度来看,如果水位超过设定的临界水位,主要是干渠A和G,这将是一个值得关注的问题,需要注意。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Integrative Approach for Designing the Collection System Network for Malappuram City, Kerala using MIKE+ Model
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 A and G, it will be a point of concern and requires attention.
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