Sand screen width variation on water treatment (Case study of Wisolo river)
The safe and clean water is necessary to the most of rural community. Slow sand system was proven to be sustainable and reliable drinking water treatment The majority of Sambo community using river as a source their daily activity. The water of the river containing a very high degree of contaminatio...
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EDP Sciences
2019-01-01
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Online Access: | https://www.matec-conferences.org/articles/matecconf/pdf/2019/25/matecconf_icancee2019_04010.pdf |
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doaj-d92c0a52f51242a1afc28725ffd5ce002021-04-02T10:03:45ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012760401010.1051/matecconf/201927604010matecconf_icancee2019_04010Sand screen width variation on water treatment (Case study of Wisolo river)Wim Andiesse Vera0Bariroh Rustiati Nina1Rahmi Oktavia Siti2Department of Civil Engineering, Universitas TadulakoDepartment of Civil Engineering, Universitas TadulakoDepartment of Civil Engineering, Universitas TadulakoThe safe and clean water is necessary to the most of rural community. Slow sand system was proven to be sustainable and reliable drinking water treatment The majority of Sambo community using river as a source their daily activity. The water of the river containing a very high degree of contamination. The purpose of this study is to determine the model of Wisolo River Water treatment in order to obtain Clean Water in Sambo Village and then checked whether the physical content of the river water meets the water quality standard. From the results of the study using 3 (three) models of Wisolo River water filter processing layer variations, which are most ideal to use and meet the physical quality standards of clean water based on the Regulation of the Minister of Health of the Republic of Indonesia, the layer variations in model I, namely with successive material composition from bottom to top: gravel = 20 cm, palm fiber = 20 cm, and sand = 50 cm.https://www.matec-conferences.org/articles/matecconf/pdf/2019/25/matecconf_icancee2019_04010.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Wim Andiesse Vera Bariroh Rustiati Nina Rahmi Oktavia Siti |
spellingShingle |
Wim Andiesse Vera Bariroh Rustiati Nina Rahmi Oktavia Siti Sand screen width variation on water treatment (Case study of Wisolo river) MATEC Web of Conferences |
author_facet |
Wim Andiesse Vera Bariroh Rustiati Nina Rahmi Oktavia Siti |
author_sort |
Wim Andiesse Vera |
title |
Sand screen width variation on water treatment (Case study of Wisolo river) |
title_short |
Sand screen width variation on water treatment (Case study of Wisolo river) |
title_full |
Sand screen width variation on water treatment (Case study of Wisolo river) |
title_fullStr |
Sand screen width variation on water treatment (Case study of Wisolo river) |
title_full_unstemmed |
Sand screen width variation on water treatment (Case study of Wisolo river) |
title_sort |
sand screen width variation on water treatment (case study of wisolo river) |
publisher |
EDP Sciences |
series |
MATEC Web of Conferences |
issn |
2261-236X |
publishDate |
2019-01-01 |
description |
The safe and clean water is necessary to the most of rural community. Slow sand system was proven to be sustainable and reliable drinking water treatment The majority of Sambo community using river as a source their daily activity. The water of the river containing a very high degree of contamination. The purpose of this study is to determine the model of Wisolo River Water treatment in order to obtain Clean Water in Sambo Village and then checked whether the physical content of the river water meets the water quality standard. From the results of the study using 3 (three) models of Wisolo River water filter processing layer variations, which are most ideal to use and meet the physical quality standards of clean water based on the Regulation of the Minister of Health of the Republic of Indonesia, the layer variations in model I, namely with successive material composition from bottom to top: gravel = 20 cm, palm fiber = 20 cm, and sand = 50 cm. |
url |
https://www.matec-conferences.org/articles/matecconf/pdf/2019/25/matecconf_icancee2019_04010.pdf |
work_keys_str_mv |
AT wimandiessevera sandscreenwidthvariationonwatertreatmentcasestudyofwisoloriver AT barirohrustiatinina sandscreenwidthvariationonwatertreatmentcasestudyofwisoloriver AT rahmioktaviasiti sandscreenwidthvariationonwatertreatmentcasestudyofwisoloriver |
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