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All Journal Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Narotama Jurnal Teknik Sipil
Zainah, Nor
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Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Engineering Environmental Science Materials Science & Nanotechnology Transportation

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Bubuk Limbah Botol Kaca sebagai Pengganti Parsial Agregat Halus dalam Campuran Beton Nura Diana, Anita Intan; Fansuri, Subaidillah; Zainah, Nor
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 4 No 1: March 2021
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v4i1.3519

Abstract

Glass bottles waste are generated from industrial and household activities that can’t be decomposed, if the amount is too much it will damage for the environment. In this study, glass waste will be reused as a filler in concrete especially fine aggregate, because glass bottles waste has weather resistance. The data was analyzed by using regression and classical assumption test with SPSS programme with the help of SPSS 20 for windows software. The variables used in this study were the independent variable (glass bottle waste) and the dependent variable (tensile strength). Based on the results of the analysis, it is obtained that the maximum tensile strength is at the variation of 0% and 12.5%, where at the 0% variation, the tensile strength is obtained at 44 Kg/cm, while at the 12.5% variation, the tensile strength is obtained at 40 Kg/cm. This can be seen in the results of the simple linear regression analysis using the SPSS 20 for windows program which shows that the effect of adding glass waste has a significant effect on tensile strength.
Bubuk Limbah Botol Kaca sebagai Pengganti Parsial Agregat Halus dalam Campuran Beton Nura Diana, Anita Intan; Fansuri, Subaidillah; Zainah, Nor
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 4 No. 1: March 2021
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v4i1.3519

Abstract

Glass bottles waste are generated from industrial and household activities that can’t be decomposed, if the amount is too much it will damage for the environment. In this study, glass waste will be reused as a filler in concrete especially fine aggregate, because glass bottles waste has weather resistance. The data was analyzed by using regression and classical assumption test with SPSS programme with the help of SPSS 20 for windows software. The variables used in this study were the independent variable (glass bottle waste) and the dependent variable (tensile strength). Based on the results of the analysis, it is obtained that the maximum tensile strength is at the variation of 0% and 12.5%, where at the 0% variation, the tensile strength is obtained at 44 Kg/cm, while at the 12.5% variation, the tensile strength is obtained at 40 Kg/cm. This can be seen in the results of the simple linear regression analysis using the SPSS 20 for windows program which shows that the effect of adding glass waste has a significant effect on tensile strength.
PENGARUH PERUBAHAN TATA GUNA LAHAN TERHADAP NILAI CURVE NUMBER PADA DAS SAROKAH Zainah, Nor; Maulana, Mahendra Andiek; Margini, Nastasia Festy
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.3612

Abstract

Changes in land use in a watershed can significantly affect its hydrological characteristics. In addition to extreme rainfall events, land-use changes are among the factors contributing to flooding. This study aimed to determine changes in CN values due to land use changes in the Sarokah Watershed. Land use analysis was conducted by training objects on satellite image data acquired by Landsat 7, Landsat 8, and Sentinel 2A. From 2002 to 2013, there was a 9.03% decrease in the area of paddy fields and a 5.83% increase in the area of farms in the Sarokah Watershed. From 2013 to 2023, there was a 3.16% increase in built-up area and a 5.26% decrease in the area of paddy fields. According to the district's spatial plan, from 2023 to 2042, there will be a 29.15% increase in the built-up area and a 19.69% increase in the area of paddy fields. However, forest/tree areas and farm areas will decrease by 17.36% and 23.96%, respectively. Based on the 2023-2043 land use changes, the highest increases in CN values in 2043 will be in Sub-watersheds S15, S6, and S14 at 16.5%, 13.2%, and 10.8%, respectively.
ANALISIS KEBUTUHAN AIR BERSIH DOMESTIK DESA PINGGIRPAPAS DAERAH LAYANAN PDAM KOTA SUMENEP Rahmanto, Ach. Desmantri; Zainah, Nor
NAROTAMA JURNAL TEKNIK SIPIL Vol 8 No 2 (2024): Narotama Jurnal Teknik Sipil (NOPEMBER, 2024) - On Progress
Publisher : Program Studi Teknik Sipil Universitas Narotama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/njts.v8i2.2999

Abstract

Pinggirpapas Village is one of the villages in Kalianget District, Sumenep Regency which consists of 3 hamlets with a total population of 5337 people. Pinggirpapas Village is a coastal area surrounded by salt fields and the Madura Strait with the majority of residents' jobs being salt transport workers, casual daily workers, salt packaging workers, fishing workers and salt farming workers. Providing clean water is very important for the people of Sumenep City. To determine the need and availability of clean water in Pinggirpapas Village, Kalianget District, Sumenep Regency in the future with a clean water system from PDAM Sumenp City. Projections of clean water needs that must be provided for the next 5 years, 10 years, 15 years, 20 years and 25 years. The data analysis techniques used in this research are projections of the number of customers, projections of public facilities, projections of the amount of water needed, Epanet analysis, and clean water distribution piping systems. Analysis of the availability of water discharge for Kalianget District for the next 5 years is 94500 l/day, for the next 10 years it is 109900 l/day, for the next 15 years it is 125300 l/day, for the next 20 years it is 140700 l/day, and for In the next 25 years it will be 156,000 l/day. The estimated need for domestic clean water production for the next 5 years is 13,801 l/day, for the next 10 years it is 16,802 l/day, for the next 15 years it is 19,802 l/day, for the next 20 years it is 22,802 l/day, and for the next 25 years in the future it will be 25803 l/day.
Analisis Kebutuhan Air Bersih Domestik Desa Karang Anyar Daerah Layanan PDAM Kota Sumenep Rahmanto, Ach. Desmantri; Zainah, Nor
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.4154

Abstract

The need for clean water provision and service from time to time is increasing which is sometimes not balanced by service capacity. This increase in demand is caused by an increase in population, an increase in the standard of living of residents, as well as the development of cities/service areas or things related to improving the socio-economic conditions of residents which are accompanied by an increase in the amount of water needs per capita. In order to meet the increasing need for clean water, where the discharge of water sources is decreasing every year, the regional drinking water company (PDAM) of Sumenep Regency It is necessary to review the need for clean water for the eastern region, especially Karang Anyar Village, Kalianget District, Sumenep Regency in the future. The purpose of this study is to determine the clean water needs of the Karang Anyar Village community for the next 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 Karang Anyar Village for the next 5 years is 0.71296 l/second, for the next 10 years it is 0.82639 l/second, for the next 15 years it is 0.95602 l/second, for the next 20 years it is 1.10764 l/second, and for the next 25 years it is 1.28125 l/second. The estimated need for domestic clean water production for the next 5 years is 10,489 l/day, for the next 10 years it is 12,694 l/day, for the next 15 years it is 14,900 l/day, for the next 20 years it is 17,547 l/day, and for the next 25 years it is 19,750 l/day.
Co-Authors Ach. Desmantri Rahmanto Anita Intan Nura Diana Margini, Nastasia Festy Maulana, Mahendra Andiek Subaidillah Fansuri