cover
Contact Name
Anita Intan Nura Diana
Contact Email
anita@wiraraja.ac.id
Phone
-
Journal Mail Official
jurnalilmiahmitsu@wiraraja.ac.id
Editorial Address
Jl.Raya Sumenep-Pamekasan Km 5 Patean Sumenep 69451
Location
Kab. sumenep,
Jawa timur
INDONESIA
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja)
ISSN : 26859173     EISSN : 23390719     DOI : 5876
Jurnal Ilmiah MITSU ISSN 2339-0719 adalah peer-reviewed journal yang mempublikasikan artikel-artikel ilmiah dari berbagai disiplin ilmu teknik. Artikel-artikel yang dipublikasikan di jurnal Teknik meliputi hasil-hasil penelitian ilmiah asli (prioritas utama), artikel ulasan ilmiah yang bersifat baru (tidak prioritas). Jurnal Teknik diterbitkan oleh Fakultas Teknik Universitas Wiraraja Sumenep. Jurnal Teknik menerima manuskrip atau artikel dalam bidang teknik dari berbagai kalangan akademisi dan peneliti baik nasional maupun internasional.
Articles 202 Documents
PEMANFAATAN LIMBAH KOTORAN HEWAN PADA CAMPURAN BETON DI TINJAU DARI KUAT TEKAN Fansuri, Subaidillah; Deshariyanto, Dwi; Zainah, Nor
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 14 No 1 (2026): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v14i1.5006

Abstract

Indonesia has a lot of animal waste; this animal waste causes air pollution and becomes a center for the spread of disease. Because cow dung has a silica content of 9.6% per kilogram, silica is the main ingredient in cement, so the study uses cow dung as an additional ingredient in making concrete which will be reviewed from the compressive strength with the proportion of cow dung additives of 0%, 5%, 10% and 15%. This study conducted a normal concrete experiment with a concrete quality of 20 Mpa which was given additional cow dung waste with variations of 0%, 5%, 10% and 15%. Using a cube-shaped test object measuring 15 x 15 x15 at the age of 5 days and will be tested using test objects, testing test objects such as slump testing, and compressive strength to obtain the quality of concrete from the research sample. This study was conducted to produce quality and economical concrete while preventing pollution caused by animal waste by utilizing the waste as an additional ingredient in concrete making. This study used cow dung ash as an additional material of 0%, 5%, 10%, and 15%. The results of this study obtained an average compressive strength of 14.592 MPa for the 0% variation, 14.370 MPa for the 5% variation, 10.22 MPa for the 10% variation, and 9.407 MPa for the 15% variation.
ANALISIS KEBUTUHAN AIR BERSIH DOMESTIK DESA MARENGAN LAOK KECAMATAN KALIANGET KABUPATEN SUMENEP Rahmanto, Ach. Desmantri; Zainah, Nor
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 14 No 1 (2026): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v14i1.5039

Abstract

Marengan Laok Village is one of the villages in Sumenep Regency which is included in the category of densely populated settlements and coastal areas surrounded by salt fields and the Madura Strait. Divided into 4 hamlets, namely Karang Komis Hamlet, Beddi Hamlet, Jenengan Hamlet, and Masjid Hamlet) with the main source of drinking water and clean water needs of the community relying on the services of the Sumenep Regency Regional Drinking Water Company (PDAM). The purpose of this study is to determine the domestic clean water needs of the Marengan Laok Village community for the next 5, 10, 15, 20 and 25 years. The data analysis technique used in this study is the projection of the number of customers up to 25 years and the projection of the amount of water needs up to 25 years. The need for domestic clean water in Marengan Laok Village for the next 5 years is 0.54167 l/second, for the next 10 years it is 0.65856 l/second, for the next 15 years it is 0.77662 l/second, for the next 20 years it is 0.89352 l/second, and for the next 25 years it is 1.01042 l/second. The estimated need for domestic clean water discharge production for the next 5 years is 7,719 l/day, for the next 10 years it is 9,335 l/day, for the next 15 years it is 10,955 l/day, for the next 20 years it is 12,571 l/day, and for the next 25 years it is 14,190 l/day.