Melola Discovery

← Melola Discovery

Akses terbuka Jurnal SINTA 1

Kajian Keandalan Air Sungai Cisadane Memenuhi Laju Permintaan Air Baku PDAM Kota Bogor

Journal of Regional and City Planning · Vol. 17 No. 2 (2017) · hlm. 58–74

ISSN
2502-6429
Terbit
2017-03-24
Penerbit
The Directorate for Research and Innovation, Institut Teknologi Bandung
Bahasa
eng
Lisensi
creativecommons.org/licenses/by-nc/4.0/

Abstrak

The river Cisadane is the only potential raw water source to fulfil the demand rate of the Local Water Supply Enterprice (PDAM) Bogor of 1225 L/sec (2005). Due to the impact of population growth and city expansion, the need for raw water increases up to 2375 L/sec (2010). The rate of additional demand for raw water source to a total of 1200 L/sec (2010), such that an increase of 3 x 600 L/sec is needed at the Ciherang-Pondoh Intake. The existing Ciherang-Pondoh Intake was approved (SIPA) by the authority to increase tapping from 600 L/sec up to 1200 L/sec, and the World Bank approved a fast track project to increase the mentioned capacity. The Cisadane river debit as well as the extreme water debit (1969-1999) during the dry seasons are random variables. The reliability of the Cisadane river debit during the dry seasons was determined statistically, proceeded by a theoretical distribution test against the measured dry seasons data (Chow, 1964). A data array was made, then the goodness of fit of the data was tested to find the conformity between samples and the theoretical distribution function, which represent the actual debit phenomena (Normal Distribution, log-normal, Gumbel and log-pearson III). Further on, the reliabity curve of the Cisadane raw water source was constructed to assure supply to the PDAM, and fulfil the design criteria. In case that the river debit can not fulfil the demand for the multisector (domestic, irigation, and down stream industry) raw water source, then a further study need to be conducted to develop the Cisadane water source using a dam.Keywords: Rate of water demand, goodness-of-fit, reliability curve, Water-source Criteria

Jaringan kolaborasi para penulis

3 penulis · 2 tautan kepenulisan bersama

Arahkan kursor atau ketuk sebuah nama untuk menyorot rekan penulisnya. Klik dua kali untuk membuka halaman penulis.

  • Afiliasi tidak diketahui
  • Organisasi berbeda
  • Organisasi sama
  • Afiliasi tidak diketahui
  • Garis lebih tebal = lebih banyak artikel bersama · lingkaran lebih besar = lebih banyak artikel
Tampilkan sebagai tabel
Rekan penulisOrganisasiArtikel bersama
Freddy IlfanAfiliasi tidak diketahui1

Afiliasi berasal dari OpenAlex; metadata OAI-PMH jurnal tidak memuatnya. Penulis tanpa ID OpenAlex dicocokkan berdasarkan nama, sehingga dua orang bisa tergabung atau satu orang bisa terpisah.

Sumber metadata: OAI-PMH (metadata jurnal) http://journals.itb.ac.id/index.php/jpwk/oai, pertama di-harvest 9 Nov 2026, terakhir terlihat 9 Nov 2026.
Metadata asli (oai_dc) 
<oai_dc:dc xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/  http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
	<dc:title xml:lang="en-US">Kajian Keandalan Air Sungai Cisadane Memenuhi Laju Permintaan Air Baku PDAM  Kota Bogor</dc:title>
	<dc:creator>Arwin, Arwin</dc:creator>
	<dc:creator>Mukmin, Yuniria</dc:creator>
	<dc:description xml:lang="en-US">The river Cisadane is the only potential raw water source to fulfil the demand rate of the Local Water Supply Enterprice (PDAM) Bogor of 1225 L/sec (2005). Due to the impact of population growth and city expansion, the need for raw water increases up to 2375 L/sec (2010). The rate of additional demand for raw water source to a total of 1200 L/sec (2010), such that an increase of 3 x 600 L/sec is needed at the Ciherang-Pondoh Intake. The existing Ciherang-Pondoh Intake was approved (SIPA) by the authority to increase tapping from 600 L/sec up to 1200 L/sec, and the World Bank approved a fast track project to increase the mentioned capacity. The Cisadane river debit as well as the extreme water debit (1969-1999) during the dry seasons are random variables. The reliability of the Cisadane river debit during the dry seasons was determined statistically, proceeded by a theoretical distribution test against the measured dry seasons data (Chow, 1964). A data array was made, then the goodness of fit of the data was tested to find the conformity between samples and the theoretical distribution function, which represent the actual debit phenomena (Normal Distribution, log-normal, Gumbel and log-pearson III). Further on, the reliabity curve of the Cisadane raw water source was constructed to assure supply to the PDAM, and fulfil the design criteria. In case that the river debit can not fulfil the demand for the multisector (domestic, irigation, and down stream industry) raw water source, then a further study need to be conducted to develop the Cisadane water source using a dam.Keywords: Rate of water demand, goodness-of-fit, reliability curve, Water-source Criteria</dc:description>
	<dc:publisher xml:lang="en-US">The Directorate for Research and Innovation, Institut Teknologi Bandung</dc:publisher>
	<dc:date>2017-03-24</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:type xml:lang="en-US">Research Article</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://journals.itb.ac.id/index.php/jpwk/article/view/4238</dc:identifier>
	<dc:source xml:lang="en-US">Journal of Regional and City Planning; Vol. 17 No. 2 (2006); 58-74</dc:source>
	<dc:source>2502-6429</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://journals.itb.ac.id/index.php/jpwk/article/view/4238/2296</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2017 Journal of Regional and City Planning</dc:rights>
	<dc:rights xml:lang="en-US">https://creativecommons.org/licenses/by-nc/4.0/</dc:rights>
</oai_dc:dc>