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The Use of Springs by PDAM for Regional Water Supply in Ungaran, Semarang District

Forum Geografi · Vol. 16 No. 2 (2004)

DOI
10.23917/forgeo.v16i2.610
ISSN
2460-3945, 0852-0682
Terbit
2004-01-01
Penerbit
Universitas Muhammadiyah Surakarta
Bahasa
eng

Abstrak

The study was carried out in Ungaran. The goals of this study are to know and to evaluate the potential spring to add drinking water of Ungaran population. This study uses observation and secondary data analysis. The collected data are meteorology data, the water production of Municipal waterworks, the quality and the quantity of springs, the number of population and the customers. The result of the study shows that there are eight springs with the total debit 157 liter/ second or 6739 m3/ day. The Municipal Waterworks uses 65 liter/ second or 5616 m3/ day with the leaking rate 7% or 5222,88 m3/ day and the rest is used for irrigation. The quality of spring is qualified for drinking water requirement. The need of drinking water for per capita of the population is 136.7 liter/ capita/ day. In 2003 the prediction of the number of consumers is about 20.745 persons, so the total need of drinking water is predicted about 2835.8 m3/ day. The total need of drinking water added with the leak water is 3032.36 m3/ day. The Municipal Waterworks fulfils the need of drinking water for the population especially for the consumers of Municipal Waterworks. However, if the number of customers is accounted based on the number of the population in the pipe sope (­+ 48246 persons), the Municipal Waterworks will not fulfil the need of drinking water for population, therefore it needs to add volume production of drinking water.

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23 penulis · 56 tautan kepenulisan bersama · 2 lintas organisasi

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  • Muhammadiyah University of Surakarta
  • Universitas Gadjah Mada
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Rekan penulisOrganisasiArtikel bersama
Alif Noor AnnaMuhammadiyah University of Surakarta5
‪Kuswaji Dwi PriyonoMuhammadiyah University of Surakarta3
Priyono PriyonoMuhammadiyah University of Surakarta3
Rohman HakimMuhammadiyah University of Surakarta2
Retno Woro KaeksiMuhammadiyah University of Surakarta2
Sugiharto Budi SantosoMuhammadiyah University of Surakarta2
Jumadi JumadiMuhammadiyah University of Surakarta1
Arif JauhariAfiliasi tidak diketahui1
Choirul AminMuhammadiyah University of Surakarta1
Munawar CholilMuhammadiyah University of Surakarta1
M MutalazimahMuhammadiyah University of Surakarta1
Bana HandagaMuhammadiyah University of Surakarta1
S SuharjoMuhammadiyah University of Surakarta1
Suharjo SuharjoMuhammadiyah University of Surakarta1
Suharjo SuharjoAfiliasi tidak diketahui1
T TaryonoMuhammadiyah University of Surakarta1
Taryono TaryonoUniversitas Gadjah Mada1
Priyono PriyonoMuhammadiyah University of Surakarta1
Dina SafriningsihMuhammadiyah University of Surakarta1
Soenarso SimoenAfiliasi tidak diketahui1
Suyono SuyonoAfiliasi tidak diketahui1

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Sumber metadata: OAI-PMH (metadata jurnal) http://journals.ums.ac.id/index.php/fg/oai, pertama di-harvest 8 Nov 2026, terakhir terlihat 8 Nov 2026.
Metadata asli (oai_dc) 
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	<dc:title xml:lang="en-US">The Use of Springs by PDAM for Regional Water Supply in Ungaran, Semarang District</dc:title>
	<dc:creator>Priyana, Yuli</dc:creator>
	<dc:creator>Sigit, Agus Anggoro</dc:creator>
	<dc:description xml:lang="en-US">The study was carried out in Ungaran. The goals of this study are to know and to evaluate the potential spring to add drinking water of Ungaran population. This study uses observation and secondary data analysis. The collected data are meteorology data, the water production of Municipal waterworks, the quality and the quantity of springs, the number of population and the customers. The result of the study shows that there are eight springs with the total debit 157 liter/ second or 6739 m3/ day. The Municipal Waterworks uses 65 liter/ second or 5616 m3/ day with the leaking rate 7% or 5222,88 m3/ day and the rest is used for irrigation. The quality of spring is qualified for drinking water requirement. The need of drinking water for per capita of the population is 136.7 liter/ capita/ day. In 2003 the prediction of the number of consumers is about 20.745 persons, so the total need of drinking water is predicted about 2835.8 m3/ day. The total need of drinking water added with the leak water is 3032.36 m3/ day. The Municipal Waterworks fulfils the need of drinking water for the population especially for the consumers of Municipal Waterworks. However, if the number of customers is accounted based on the number of the population in the pipe sope (­+ 48246 persons), the Municipal Waterworks will not fulfil the need of drinking water for population, therefore it needs to add volume production of drinking water.</dc:description>
	<dc:publisher xml:lang="en-US">Universitas Muhammadiyah Surakarta</dc:publisher>
	<dc:date>2004-01-01</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
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	<dc:identifier>https://journals.ums.ac.id/index.php/fg/article/view/610</dc:identifier>
	<dc:identifier>10.23917/forgeo.v16i2.610</dc:identifier>
	<dc:source xml:lang="en-US">Forum Geografi; Vol 16, No 2 (2002)</dc:source>
	<dc:source>2460-3945</dc:source>
	<dc:source>0852-0682</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://journals.ums.ac.id/index.php/fg/article/view/610/350</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2015 Forum Geografi</dc:rights>
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