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EVALUASI KEBUTUHAN AIR BERSIH DESA SANGGONA KABUPATEN KOLAKA TIMUR

STABILITA || Jurnal Ilmiah Teknik Sipil · Vol. 9 No. 1 (2021)

DOI
10.55679/jts.v9i1.16956
ISSN
2657-2273, 2338-2899
Published
2021-02-28
Publisher
Fakultas Teknik Jurusan Sipil Universitas Halu Oleo
Language
eng
License
creativecommons.org/licenses/by/4.0

Abstract

ABSTRAKSeiring dengan pertumbuhan masyarakat yang semakin meningkat maka kebutuhan air bersih semakin meningkat dan terkadang tidak di imbangi kemampuan pelayanan. Di desa Sanggona air bersih yang digunakan berasal dari mata air Mokowu, Mata air Mokowu adalah sumber mata air yang harus di jaga kelestariannya.Penelitian ini bertujuan untuk mengetahui debit air (Q) mata air dan kebutuhan air didesa Sanggona kecamatan Uluiwoi pada tahun 2021 sampai dengan tahun 2030. Metode pengumpulan data dalam penelitian melalui Kuesioner, Wawancara, dan pengukuran debit sungai dilapangan.Hasil penelitian berdasarkan metode pelampung diperoleh debit air (Q) sungai Motonuno tahun 2019 yaitu: Titik1 = 0,3136 m3/liter, Titik 2 = 0,408 m3/liter, Titik3 = 0,3534 m3/liter, Titik4 = 0,423 m3/liter, Titik 5 = 0,374 m3/liter. Adapun rata-rata debit air (Q) exsisting mata air mokowu adalah 0,37448 m3/liter atau 374,48 liter/detik Berdasarkan Real Demand Survey (RDS) standar pelayanan di bidang air minum kebutuhan air bersih domestik dan non domestik untuk (2021) di dapatkan sebesar 0,0844 liter/detik. Dan sepuluh tahun kedepan (2030) di dapatkan sebesar 0,6879 liter/detik. Kebutuhan air bersih domestik dan non domestik. Kata Kunci: Debit air, mata air Mokowu, real demand surveyABSTRACTAlong with the increasing community growth, the need for clean water is increasing and sometimes the service capability is not balanced. In the village of Sanggona the clean water used comes from the Mokowu spring, the Mokowu Spring is a spring that must be preserved.This study aims to determine the water discharge (Q) of springs and water needs in the village of Uluiwoi sub-district in 2021 to 2030. Data collection methods in this study are through questionnaires, interviews, and field river flow measurements.The results of the research based on the buoy method obtained the water discharge (Q) of the Motonuno river in 2019, namely, Point 1 = 0.3136 m3 /Liter, Point 2 = 0.408 m3 / Liter, Point 3 = 0.3534 m3 / Liter, Point 4 = 0.423 m3 /Liter, Point 5 = 0.374 m3 / Liter. The average water discharge (Q) of existing mokowu springs is 0.37448 m3 / liter or 374.48 Liters / second based on the Real Demand Survey (RDS) service standards in the field of drinking water, domestic and non-domestic clean water needs for (2021) ) is obtained at 0.0844 Liter / Second. And in the next ten years (2030) it will be 0.6879 Liters / Second. Domestic and non-domestic clean water needs. Keywords: Water discharge, Mokowu springs, real demand survey

Keywords

Collaboration network of the authors

40 authors · 143 co-authorship links · 14 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.

  • Universitas Halu Oleo
  • Universitas Sulawesi Tenggara
  • Universitas Sembilanbelas November Kolaka
  • Hasanuddin University
  • Universitas Islam Negeri Ar-Raniry
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
Ranno Marlany RachmanAffiliation unknown9
Rini SriyaniAffiliation unknown7
Fathur Rahman RustanUniversitas Sembilanbelas November Kolaka6
Rudi BalakaUniversitas Halu Oleo5
sulha sulhaAffiliation unknown4
Siti Nurjanah AhmadUniversitas Halu Oleo4
Edward NgiiUniversitas Halu Oleo4
Nasrul NasrulUniversitas Halu Oleo3
Reska Angjella MustarifAffiliation unknown3
La Ode Muhamad Nurrakhmad ArsyadUniversitas Halu Oleo3
Riswal KarammaHasanuddin University2
Primus SantosoUniversitas Halu Oleo2
Erich Nov Putra RazakAffiliation unknown2
Muh Thahir AzikinAffiliation unknown2
Muriadin MuriadinUniversitas Halu Oleo2
Fitriah FitriahUniversitas Islam Negeri Ar-Raniry2
Baso MursidiAffiliation unknown2
La WelendoAffiliation unknown2
Vickky Anggara IlhamUniversitas Sulawesi Tenggara1
Alianti AliantiAffiliation unknown1
Catrin SudardjatUniversitas Sulawesi Tenggara1
Uniadi MangidiUniversitas Halu Oleo1
Laode Muhammad FaisalUniversitas Halu Oleo1
Ishak BafadalUniversitas Halu Oleo1
Amal Ichlasul MagribiUniversitas Halu Oleo1
Romy Suryanigrat Edwin TamburakaUniversitas Halu Oleo1
Evi AriantiUniversitas Halu Oleo1
Abdul KadirUniversitas Halu Oleo1
Yuni Ikasari Arif RidangkaAffiliation unknown1
Muhammad Reza RidwanAffiliation unknown1
Wa Ode Melinda AmeliaAffiliation unknown1
Romy Suryaningrat Edwin TamburakaAffiliation unknown1
Ikmal IkmalUniversitas Halu Oleo1
Muh. Handy Dwi AdityawanUniversitas Halu Oleo1
Uchi MusdalifahAffiliation unknown1
Takdir TakdirAffiliation 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://ojs.uho.ac.id/index.php/stabilita_jtsuho/oai, first harvested 31 Okt 2026, last seen 31 Okt 2026.
Original metadata (oai_dc) 
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	<dc:title xml:lang="en-US">EVALUASI KEBUTUHAN AIR BERSIH DESA SANGGONA KABUPATEN KOLAKA TIMUR</dc:title>
	<dc:creator>Talanipa, Romy</dc:creator>
	<dc:creator>Putri, Tryantini Sundi</dc:creator>
	<dc:creator>Sukri, Ahmad Syarif</dc:creator>
	<dc:creator>AR., Ritno</dc:creator>
	<dc:subject xml:lang="en-US">Debit air; mata air Mokowu; real demand survey</dc:subject>
	<dc:description xml:lang="en-US">ABSTRAKSeiring dengan pertumbuhan masyarakat yang semakin meningkat maka kebutuhan air bersih semakin meningkat dan terkadang tidak di imbangi kemampuan pelayanan. Di desa Sanggona air bersih yang digunakan berasal dari mata air Mokowu, Mata air Mokowu adalah sumber mata air yang harus di jaga kelestariannya.Penelitian ini bertujuan untuk mengetahui debit air (Q) mata air dan kebutuhan air  didesa Sanggona kecamatan Uluiwoi pada tahun 2021 sampai dengan tahun 2030. Metode pengumpulan data dalam penelitian melalui Kuesioner, Wawancara, dan pengukuran debit sungai dilapangan.Hasil penelitian berdasarkan metode pelampung diperoleh debit air (Q) sungai Motonuno tahun 2019 yaitu: Titik1 = 0,3136 m3/liter, Titik 2 = 0,408 m3/liter, Titik3 =  0,3534 m3/liter, Titik4 =  0,423 m3/liter, Titik 5 =  0,374 m3/liter. Adapun rata-rata debit air (Q) exsisting mata air mokowu adalah 0,37448 m3/liter atau 374,48 liter/detik Berdasarkan Real Demand Survey (RDS) standar pelayanan di bidang air minum kebutuhan air bersih domestik dan non domestik untuk (2021) di dapatkan sebesar 0,0844 liter/detik. Dan sepuluh tahun kedepan (2030) di dapatkan sebesar 0,6879 liter/detik. Kebutuhan air bersih domestik dan non domestik. Kata Kunci : Debit air, mata air Mokowu, real demand surveyABSTRACTAlong with the increasing community growth, the need for clean water is increasing and sometimes the service capability is not balanced. In the village of Sanggona the clean water used comes from the Mokowu spring, the Mokowu Spring is a spring that must be preserved.This study aims to determine the water discharge (Q) of springs and water needs in the village of Uluiwoi sub-district in 2021 to 2030. Data collection methods in this study are through questionnaires, interviews, and field river flow measurements.The results of the research based on the buoy method obtained the water discharge (Q) of the Motonuno river in 2019, namely, Point 1 = 0.3136 m3 /Liter, Point 2 = 0.408 m3 / Liter, Point 3 = 0.3534 m3 / Liter, Point 4 = 0.423 m3 /Liter , Point 5 = 0.374 m3 / Liter. The average water discharge (Q) of existing mokowu springs is 0.37448 m3 / liter or 374.48 Liters / second based on the Real Demand Survey (RDS) service standards in the field of drinking water, domestic and non-domestic clean water needs for (2021) ) is obtained at 0.0844 Liter / Second. And in the next ten years (2030) it will be 0.6879 Liters / Second. Domestic and non-domestic clean water needs. Keywords  : Water discharge, Mokowu springs, real demand survey</dc:description>
	<dc:publisher xml:lang="en-US">Fakultas Teknik Jurusan Sipil Universitas Halu Oleo</dc:publisher>
	<dc:contributor xml:lang="en-US"></dc:contributor>
	<dc:date>2021-02-28</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://ojs.uho.ac.id/index.php/stabilita_jtsuho/article/view/16956</dc:identifier>
	<dc:identifier>10.55679/jts.v9i1.16956</dc:identifier>
	<dc:source xml:lang="en-US">STABILITA || Jurnal Ilmiah Teknik Sipil; Vol 9, No 1 (2021): STABILITA || Jurnal Ilmiah Teknik Sipil; Hal. 21 – 26</dc:source>
	<dc:source>2657-2273</dc:source>
	<dc:source>2338-2899</dc:source>
	<dc:source>10.55679/jts.v9i1</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://ojs.uho.ac.id/index.php/stabilita_jtsuho/article/view/16956/11425</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2021 Romy Talanipa, Tryantini Sundi Putri, Ahmad Syarif Sukri, Ritno AR.</dc:rights>
	<dc:rights xml:lang="en-US">http://creativecommons.org/licenses/by/4.0</dc:rights>
</oai_dc:dc>