Tri Suyono, L. A. Latif, Kifli Umar, Fitra Putra Siko
{"title":"在BACAN岛帕帕朗的水厂(IPA)中,放电和HEAD对水电的影响","authors":"Tri Suyono, L. A. Latif, Kifli Umar, Fitra Putra Siko","doi":"10.33387/josae.v1i1.749","DOIUrl":null,"url":null,"abstract":"Sustainable water resources management system is a water resources management system that is designed and managed and fully contributes to the community (social and economic) for present and in the future, while maintaining the sustainability of its ecological aspects.This research was under taken by direct observation in the field. Then the data obtained from the field is processed using a computer program. This research activity was carried out in Wasile Timur Village, East Halmahera Regency, North Maluku Province. The results of this study indicate that the diameter of the pipe used is diameter 300 mm, 250 mm, 200 mm, 150 mm, 100 mm, and 63 mm. Based on the variation of the pipe, the maximum pressure is 49.37 m or equal to 4.937 bar while the minimum pressure is 26.39 m or equal to 2.639 bar. As for, the pressure from the results of the analysis meets the distribution network planning criteria, namely a maximum of 9.0 - 12.4 bar and a minimum of 0.5 - 1.0 bar. Maximum flow speed of 0.60 m / s and minimum speed of 0.30 m / sec flow velocity. Analysis results is showed the planning criteria which according to the provisions is a maximum of 2.5 m / sec and a minimum of 0.25 m / sec.","PeriodicalId":36368,"journal":{"name":"AIUB Journal of Science and Engineering","volume":"25 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2018-05-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"PENGARUH DEBIT DAN HEAD TERHADAP DAYA MIKRO HIDRO PADA INSTALASI PENGOLAHAN AIR (IPA) PAPALOANG PULAU BACAN\",\"authors\":\"Tri Suyono, L. A. Latif, Kifli Umar, Fitra Putra Siko\",\"doi\":\"10.33387/josae.v1i1.749\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Sustainable water resources management system is a water resources management system that is designed and managed and fully contributes to the community (social and economic) for present and in the future, while maintaining the sustainability of its ecological aspects.This research was under taken by direct observation in the field. Then the data obtained from the field is processed using a computer program. This research activity was carried out in Wasile Timur Village, East Halmahera Regency, North Maluku Province. The results of this study indicate that the diameter of the pipe used is diameter 300 mm, 250 mm, 200 mm, 150 mm, 100 mm, and 63 mm. Based on the variation of the pipe, the maximum pressure is 49.37 m or equal to 4.937 bar while the minimum pressure is 26.39 m or equal to 2.639 bar. As for, the pressure from the results of the analysis meets the distribution network planning criteria, namely a maximum of 9.0 - 12.4 bar and a minimum of 0.5 - 1.0 bar. Maximum flow speed of 0.60 m / s and minimum speed of 0.30 m / sec flow velocity. Analysis results is showed the planning criteria which according to the provisions is a maximum of 2.5 m / sec and a minimum of 0.25 m / sec.\",\"PeriodicalId\":36368,\"journal\":{\"name\":\"AIUB Journal of Science and Engineering\",\"volume\":\"25 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2018-05-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"AIUB Journal of Science and Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.33387/josae.v1i1.749\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"Mathematics\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"AIUB Journal of Science and Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.33387/josae.v1i1.749","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"Mathematics","Score":null,"Total":0}
引用次数: 0
摘要
可持续水资源管理系统是一种设计和管理的水资源管理系统,它在当前和未来充分为社区(社会和经济)做出贡献,同时保持其生态方面的可持续性。这项研究是通过实地直接观察进行的。然后用计算机程序处理从野外获得的数据。这项研究活动是在北马鲁古省东哈马赫拉县Wasile Timur村进行的。这项研究的结果表明,使用管道的直径是直径300毫米,250毫米,200毫米,150毫米,100毫米和63毫米。根据管道的变化,最大压力为49.37 m或等于4.937 bar,最小压力为26.39 m或等于2.639 bar。分析结果的压力满足配电网规划标准,即最大压力为9.0 ~ 12.4 bar,最小压力为0.5 ~ 1.0 bar。最大流速为0.60 m / s,最小流速为0.30 m / s。分析结果表明,根据规定的规划标准是最大2.5 m /秒,最小0.25 m /秒。
PENGARUH DEBIT DAN HEAD TERHADAP DAYA MIKRO HIDRO PADA INSTALASI PENGOLAHAN AIR (IPA) PAPALOANG PULAU BACAN
Sustainable water resources management system is a water resources management system that is designed and managed and fully contributes to the community (social and economic) for present and in the future, while maintaining the sustainability of its ecological aspects.This research was under taken by direct observation in the field. Then the data obtained from the field is processed using a computer program. This research activity was carried out in Wasile Timur Village, East Halmahera Regency, North Maluku Province. The results of this study indicate that the diameter of the pipe used is diameter 300 mm, 250 mm, 200 mm, 150 mm, 100 mm, and 63 mm. Based on the variation of the pipe, the maximum pressure is 49.37 m or equal to 4.937 bar while the minimum pressure is 26.39 m or equal to 2.639 bar. As for, the pressure from the results of the analysis meets the distribution network planning criteria, namely a maximum of 9.0 - 12.4 bar and a minimum of 0.5 - 1.0 bar. Maximum flow speed of 0.60 m / s and minimum speed of 0.30 m / sec flow velocity. Analysis results is showed the planning criteria which according to the provisions is a maximum of 2.5 m / sec and a minimum of 0.25 m / sec.