Nurhidayati Mat Daud, Nur Fikriah Daud, Amalina Amirah Abu Bakar, Noraziyan Abd Aziz, S. Badrealam, Zuraisah Dollah
{"title":"雨水收集池在不同非饮用水需求下的性能:槟城古邦三望案例研究","authors":"Nurhidayati Mat Daud, Nur Fikriah Daud, Amalina Amirah Abu Bakar, Noraziyan Abd Aziz, S. Badrealam, Zuraisah Dollah","doi":"10.17576/jkukm-2023-35(6)-21","DOIUrl":null,"url":null,"abstract":"Rapid development and climate change has endangered the availability of water resources worldwide. This study look into the potential of the applying a rainwater harvesting system (RWHS) for non- potable water usage in a doublestorey residential terrace house using Tangki NAHRIM 2.0 (TN2.0). TN2.0 is a web application that adopt the yield-after-spillage (YAS) convention to identify the optimum rainwater tank size. It is found that for a house of size 86.86 m2, the optimum tank size is 2 m3 with water-saving and storage efficiency values of 51% and 63.2% respectively. Additionally, the performance of the optimum tank size of 2 m3 was further examined under different water demand. It was found that a 2 m3 tank was still able to save water up to 42.1% for a family of 10 persons. Meanwhile, the storage efficiency shows a little increment from 63.2% to 67.8%.","PeriodicalId":17688,"journal":{"name":"Jurnal Kejuruteraan","volume":"28 1","pages":""},"PeriodicalIF":0.6000,"publicationDate":"2023-11-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Performance of a Rainwater Harvesting Tank Under Under Varying Non-Potable Demand: Case Study in Kubang Semang, Penang\",\"authors\":\"Nurhidayati Mat Daud, Nur Fikriah Daud, Amalina Amirah Abu Bakar, Noraziyan Abd Aziz, S. Badrealam, Zuraisah Dollah\",\"doi\":\"10.17576/jkukm-2023-35(6)-21\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Rapid development and climate change has endangered the availability of water resources worldwide. This study look into the potential of the applying a rainwater harvesting system (RWHS) for non- potable water usage in a doublestorey residential terrace house using Tangki NAHRIM 2.0 (TN2.0). TN2.0 is a web application that adopt the yield-after-spillage (YAS) convention to identify the optimum rainwater tank size. It is found that for a house of size 86.86 m2, the optimum tank size is 2 m3 with water-saving and storage efficiency values of 51% and 63.2% respectively. Additionally, the performance of the optimum tank size of 2 m3 was further examined under different water demand. It was found that a 2 m3 tank was still able to save water up to 42.1% for a family of 10 persons. Meanwhile, the storage efficiency shows a little increment from 63.2% to 67.8%.\",\"PeriodicalId\":17688,\"journal\":{\"name\":\"Jurnal Kejuruteraan\",\"volume\":\"28 1\",\"pages\":\"\"},\"PeriodicalIF\":0.6000,\"publicationDate\":\"2023-11-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Jurnal Kejuruteraan\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.17576/jkukm-2023-35(6)-21\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Jurnal Kejuruteraan","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.17576/jkukm-2023-35(6)-21","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
Performance of a Rainwater Harvesting Tank Under Under Varying Non-Potable Demand: Case Study in Kubang Semang, Penang
Rapid development and climate change has endangered the availability of water resources worldwide. This study look into the potential of the applying a rainwater harvesting system (RWHS) for non- potable water usage in a doublestorey residential terrace house using Tangki NAHRIM 2.0 (TN2.0). TN2.0 is a web application that adopt the yield-after-spillage (YAS) convention to identify the optimum rainwater tank size. It is found that for a house of size 86.86 m2, the optimum tank size is 2 m3 with water-saving and storage efficiency values of 51% and 63.2% respectively. Additionally, the performance of the optimum tank size of 2 m3 was further examined under different water demand. It was found that a 2 m3 tank was still able to save water up to 42.1% for a family of 10 persons. Meanwhile, the storage efficiency shows a little increment from 63.2% to 67.8%.