Melola Discovery

← Melola Discovery

Journal

PEMODELAN FISIK UNTUK MONITORING KEBOCORAN PIPA AIR DENGAN METODE GEOLISTRIK

Unnes Physics Journal · Vol. 1 No. 1 (2012)

ISSN
2252-6978
Published
2012-07-01
Publisher
Unnes Physics Journal
Language
eng

Abstract

Abstrak Pipa adalah istilah untuk benda silinder yang berlubang dan digunakan untuk memindahkan zat hasil pemprosesan seperti cairan, gas, uap, zat padat yang dicairkan maupun serbuk halus. Pada PDAM misalnya, seringkali terjadi kebocoran pipa sehingga menghambat proses distribusi air. Dalam pengukuran dan akusisi data geolistrik di lapangan diperlukan pengalaman dan pengetahuan tentang konfigurasi yang tepat dalam menganalisis penampakan kondisi geologi yang ada. Oleh karena itu diperlukan suatu pemodelan untuk mempermudah melakukan pendugaan dan analisis dari permasalahan di lapangan. Pemodelan yang dilakukan berada pada bak kaca berukuran 150 cm X 104 cm X 45 cm. Hasil inversi 2-D menggunakan softwareRes2DInv32 menunjukkan bahwa monitoring kebocoran pipa dalam medium tanah skala model dapat dideteksi dengan menggunakan metode resistivitas konfigurasi Schlumberger. Hasil inversi menggunakan software Res2Dinv32 menunjukkan bahwa nilai terukur pada percobaan pertama berkisar 5295 Ωm dengan kedalaman ±10 cm dan ±15 cm (belum bocor pada keadaan pertama), Nilai pipa yang terukur sekitar 73283 Ωm dengan kedalaman pipa ±15 cm (sudah bocor di tandai dengan turunnya nilai tanah). Nilai yang ditunjukan pada gambar yaitu sekitar 84981 Ωm pada kedalaman (belum bocor keadaan kedua). Nilai resistivitas pipa yang terukur berkisar 91824 Ωm pada kedalaman (sudah bocor pada keadaan kedua). Pipe is a term for a hollow cylindrical body and used to remove substance processing such as liquid, gas, vapor, liquid or thawed solid substrance as well as fine powder. On the taps for example, pipe soften leak so that impede the process of water distribution. In measurement and data acquisition of geoelectric required experience and knowledge of the exact configuration in analyzing the appearance of the existing geologic conditions. We need a modeling to easy making estimation and analysis of problem in the field. Modeling was performed in a glass tub in size of 150 cm X 104 cm X 45 cm. The result of 2-D inversion uses software Res2DinV32 indicates that the monitoring of leak pipe in medium-scale soil model can be detected using resistivity configuration of Schlumberger method. The value of the inversion using software Res2DinV32 shows that the first measured is about 5295 Ωm to a depth of ±10 cm and ±15 cm (not leak in the first state), the measured value of pipe approximately 73283 Ωm to a depth of ±15 cm (already leaked and is marked by falling of value of soil). value that shown in picture is about 84981 Ωm in a depth of ±20 cm (not leak in the second state). Resistivity value of measured pipe 91824 Ωm in depth ±20 cm (already leaked in the second state).

Collaboration network of the authors

40 authors · 103 co-authorship links · 2 across different organisations · showing the 40 most connected

Hover or tap a name to highlight its co-authors. Double-click to open the author's page.

  • State University of Semarang
  • Universitas Gadjah Mada
  • Sebelas Maret University
  • Perbanas Institute
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
KhumaediState University of Semarang6
Ani RusilowatiState University of Semarang3
Agus YuliantoAffiliation unknown3
Suharto LinuwihAffiliation unknown3
SUTIKNOSebelas Maret University2
Mochamad Aryono AdhiAffiliation unknown2
Hamzah LatiefAffiliation unknown2
Jogiyanto HartonoUniversitas Gadjah Mada1
Luciana Spica AlmiliaPerbanas Institute1
Ertambang NahartyoUniversitas Gadjah Mada1
Fahmi SahlanAffiliation unknown1
SadrianiAffiliation unknown1
Putut MarwotoState University of Semarang1
Budi AstutiAffiliation unknown1
SugiantoAffiliation unknown1
Secho Nur FaizahAffiliation unknown1
Rina WidyawatiAffiliation unknown1
Tahlili Nur AiniAffiliation unknown1
Wiwik BudiartiAffiliation unknown1
Muhammad. M HakimAffiliation unknown1
SutarminAffiliation unknown1
Isrofi'atunAffiliation unknown1
Woro SumarniState University of Semarang1
Eko HandoyoAffiliation unknown1
Nisa Us Sa'idahAffiliation unknown1
Ayu RahayuAffiliation unknown1
yeni setyowatiAffiliation unknown1
Ilham HandikaAffiliation unknown1
Farikha Qurotun UyunAffiliation unknown1
Alif Aulia BarorohAffiliation unknown1
Supartono -Affiliation unknown1
A. O. Y NarottamaAffiliation unknown1
Raden RohadiAffiliation unknown1
Wahyu HardyantoAffiliation unknown1
Nila Prasetya AryaniAffiliation unknown1
Wahyu SetyaningrumAffiliation unknown1
Defin AndestianAffiliation unknown1

Affiliations come from OpenAlex; journal OAI-PMH metadata carries none. Authors without an OpenAlex ID are matched by name, which can merge or split people.

Metadata source: OAI-PMH (metadata jurnal) https://journal.unnes.ac.id/sju/index.php/upj/oai, first harvested 6 Nov 2026, last seen 6 Nov 2026.
Original metadata (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">PEMODELAN FISIK UNTUK MONITORING KEBOCORAN PIPA AIR DENGAN METODE GEOLISTRIK</dc:title>
	<dc:creator>Mudiarto, Arie</dc:creator>
	<dc:creator>Supriyadi, -</dc:creator>
	<dc:creator>Sugiyanto, -</dc:creator>
	<dc:description xml:lang="en-US">Abstrak Pipa adalah istilah untuk benda silinder yang berlubang dan digunakan untuk memindahkan zat hasil pemprosesan seperti cairan, gas, uap, zat padat yang dicairkan maupun serbuk halus. Pada PDAM misalnya, seringkali terjadi kebocoran pipa sehingga menghambat proses distribusi air. Dalam pengukuran dan akusisi data geolistrik di lapangan diperlukan pengalaman dan pengetahuan tentang konfigurasi yang tepat dalam menganalisis penampakan kondisi geologi yang ada. Oleh karena itu diperlukan suatu pemodelan untuk mempermudah melakukan pendugaan dan analisis dari permasalahan di lapangan. Pemodelan yang dilakukan berada pada bak kaca berukuran 150 cm X 104 cm X 45 cm. Hasil inversi 2-D menggunakan softwareRes2DInv32 menunjukkan bahwa monitoring kebocoran pipa dalam medium tanah skala model dapat dideteksi dengan menggunakan metode resistivitas konfigurasi Schlumberger. Hasil inversi menggunakan software Res2Dinv32 menunjukkan bahwa nilai terukur pada percobaan pertama berkisar  5295 Ωm dengan kedalaman ±10 cm dan ±15 cm (belum bocor pada keadaan pertama), Nilai  pipa yang terukur sekitar 73283 Ωm dengan kedalaman pipa ±15 cm (sudah bocor di tandai dengan turunnya nilai  tanah). Nilai  yang ditunjukan pada gambar yaitu sekitar 84981 Ωm pada kedalaman  (belum bocor keadaan kedua). Nilai resistivitas pipa yang terukur berkisar 91824 Ωm pada kedalaman  (sudah bocor pada keadaan kedua). Pipe is a term for a hollow cylindrical body and used to remove substance processing such as liquid, gas, vapor, liquid or thawed solid substrance as well as fine powder. On the taps for example, pipe soften leak so that impede the process of water distribution. In measurement and data acquisition of geoelectric required experience and knowledge of the exact configuration in analyzing the appearance of the existing geologic conditions. We need a modeling to easy making estimation and analysis of problem in the field. Modeling was performed in a glass tub in size of 150 cm X 104 cm X 45 cm. The result of 2-D inversion uses software Res2DinV32 indicates that the monitoring of leak pipe in medium-scale soil model can be detected using resistivity configuration of Schlumberger method. The value of the inversion using software Res2DinV32 shows that the first measured  is about 5295 Ωm to a depth of ±10 cm and ±15 cm (not leak in the first state), the measured value of  pipe approximately 73283 Ωm to a depth of ±15 cm (already leaked and is marked by falling of  value of soil). value that shown in picture is about 84981 Ωm in a depth of ±20 cm (not leak in the second state). Resistivity value of measured pipe 91824 Ωm in depth ±20 cm (already leaked in the second state). </dc:description>
	<dc:publisher xml:lang="en-US">Unnes Physics Journal</dc:publisher>
	<dc:date>2012-07-01</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">Peer-reviewed Article</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://journal.unnes.ac.id/sju/upj/article/view/767</dc:identifier>
	<dc:source xml:lang="en-US">Unnes Physics Journal; Vol 1 No 1 (2012)</dc:source>
	<dc:source>2252-6978</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://journal.unnes.ac.id/sju/upj/article/view/767/792</dc:relation>
</oai_dc:dc>