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All Journal J-Sil (Jurnal Teknik Sipil dan Lingkungan) Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat J-Dinamika: Jurnal Pengabdian Kepada Masyarakat Menara: Jurnal Teknik Sipil Prosiding Conference on Research and Community Services Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT) Sultra Civil Engineering Journal (SCiEJ) Jurnal Teknik Sipil Jurnal Riset Teknik Sipil dan Sains J-Sil (Jurnal Teknik Sipil dan Lingkungan)
Eva Olivia Hutasoit
Politeknik Negeri Banyuwangi
Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Engineering Environmental Science Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Public Health Social Sciences Transportation Other

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EVALUASI INSTALASI PLUMBING AIR BERSIH PADA GEDUNG SUDIRMAN ROGOJAMPI MENGGUNAKAN PIPE FLOW EXPERT Hutasoit, Eva Olivia; Hidayat, Taufik
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.v12i2.3342

Abstract

The SMK NU Sudirman Rogojampi building has problems with its clean water installation system, namely water distribution that is not smooth and sometimes jammed. This problem is thought to be due to the value of flow speed and pressure in clean water installations that do not meet the applicable minimum requirements. The purpose of this study was to evaluate the installation of clean water in the SMK NU Sudirman Rogojampi building. In this study, the author used the SNI 03-7065-2005 as a reference to calculate the clean water demand and conducted simulations using the Plumbing Pipe Flow Expert software. This software was employed to evaluate and simulate water flow in detail according to the guidelines specified in the SNI 03-7065-2005 related to plumbing systems in buildings. The results of this research indicate that the current clean water demand in the SMK NU Sudirman Rogojampi building is 16,800 liters per day or 16.80 m3 per day. Subsequently, a simulation of the clean water plumbing installation was performed using the Pipe Flow Expert software. In the first simulation, the generated water flow rate was in accordance with the field testing results, and the flow velocity only met the minimum requirements of SNI 03-7065-2005 for pipes numbered 1, 2, 12, 14, 18, 20, and 21. The water pressure also met the minimum requirements at nodes 5 and 24. In the second simulation, the results showed that the water flow rate, flow velocity, and pressure in the installation met the minimum requirements specified in SNI 03-7065-2005. Based on the simulation results, a suitable simulation was obtained, namely in the second simulation in the form of an improvement in the addition of an upper pusher pump from the rooftank to increase the speed and pressure of water in the clean water installation of the SMK NU Sudirman Rogojampi building.
Pembuatan Bank Sampah Menggunakan Atap Baja Ringan Rangka Waren dengan Material Penyusun Bangunan Limbah Beton di Dusun Kejoyo, Desa Tambong, Kecamatan Kabat, Banyuwangi: Making a Waste Bank Using a Light Steel Roof Waren Frame with Concrete Waste Building Materials in Kejoyo Hamlet, Tambong Village, Kabat District, Banyuwangi Hutasoit, Eva Olivia; Khomari, Mohamad Galuh; Rodiyani, Megalita; Kanom, Kanom
PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat Vol. 10 No. 1 (2025): PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat
Publisher : Institute for Research and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/pengabdianmu.v10i1.8387

Abstract

The Community Self-Help Group (KSM) Istana Sumber Suci, Tambong Village is a Village Revitalization Movement to help reduce waste through recycling plastic waste, which is overwhelmed because it has to collect waste from each household in Tambong Village. Meanwhile, the plastic waste that is collected has not been sorted and is even mixed with other organic materials. This encourages the provision of a Waste Bank (TPS) using a lightweight steel roof to provide facilities in the form of waste sorting infrastructure that can be used by KSM to manage waste. The manufacture of lightweight steel roofs is a novelty because the material is developing and becoming a material that realizes sustainable construction. The main structure in making a waste bank is lightweight steel with a C-channel profile installed according to the Warren truss system, which is a very popular truss structure system and is easy to identify because its construction is in the form of an equilateral triangle. Warren truss has a structure made of equilateral triangles, famous for its ability to distribute the load evenly across different parts. The wall pair uses concrete waste as a material for making up the fill in the waste bank placement so that it can make the construction of the wall faster. The wall pair uses concrete waste divided based on 3 zonings (3R: reduce, recycle, reuse) given a partition to determine the type of waste categorized as plastic, metal, and paper, while organic waste can be used for fertilizer.
Pembuatan Eco Paving Berbahan Campuran Limbah Plastik Dalam Upaya Peningkatan Infrastruktur Jalan Lingkungan dan Pendapatan Masyarakat di Desa Grogol, Kecamatan Giri Naris Wari, Wahyu; Dwi Pranowo, Dadang; Pradita, Rahayu; Olivia Hutasoit, Eva
J-Dinamika : Jurnal Pengabdian Masyarakat Vol 9 No 3 (2024): Desember
Publisher : Politeknik Negeri Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25047/j-dinamika.v9i3.5508

Abstract

The problem of road infrastructure and plastic waste management faced by Grogol Village does require innovative solutions such as training in the use of plastic waste to make paving blocks. By using plastic waste as a mixture in paving blocks, the village can reduce plastic waste and improve the quality of roads that are the main access for residents and tourists. The steps taken in making paving blocks through the stages of waste processing, preparation of tools and materials, to compressive strength testing after 28 days of treatment. . Test objects by mixing cement, water, sand and plastic shreds. The ratio used for the cement mixture with sand is 1: 2.75, with a paving size of 10x 20 x 6 cm in 1 variation of test objects. The test objects consist of 3 variations, namely normal paving, normal paving added with 0.25% and 0.50% plastic shreds. After the test objects are molded, they are then treated for 28 days to carry out compressive strength testing at the age of 28 days. Thus, this training not only provides environmental benefits through plastic waste management, but also improves the local economy and supports the development of more sustainable village infrastructure
Rasio Perbandingan Daya Dukung Tiang Pancang Tunggal dari Penyelidikan Tanah Terhadap PDA Ulfi, Kholidah; Sandi, Dora Melati Nurita; Hutasoit, Eva Olivia
Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 1 (2025): Agustus 2025
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v6i1.902

Abstract

Pengaruh Perbandingan Kapur dan Abu Ampas Tebu sebagai Perbaikan Tanah Lempung Nurmawati, Yustika Dwi; Sandi, Dora Melati Nurita; Hutasoit, Eva Olivia
Journal of Applied Civil Engineering and Infrastructure Technology Vol 7 No 1 (2026): Agustus 2026 (Articles in Press)
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v7i1.972

Abstract

Tanah lempung bila dalam keadaan kering akan bersifat keras, dan jika basah akan bersifat lunak plastis, dan kohesif, mengembang dan menyusut dengan cepat. Tanah pada Desa Tapanrejo, Kecamatan Muncar, Kabupaten Banyuwangi dibuktikan munculnya fenomena ekspansif yang menyebabkan kerusakan konstruksi diatasnya berupa keretakan pada dinding rumah dan elevasi tanah yang tidak merata. Pada penelitian ini akan dilakukan penambahan bahan stabilisasi tanah lempung dengan menambahkan campuran kapur dan abu ampas tebu menggunakan pengujian dengan metode uji kuat tekan bebas atau UCT (Unconfined Compression Test) dimana metode pengujian ini akan langsung menghasilkan tekanan yang langsung memberikan pendekatan terhadap daya dukung kualitas tanah. Pengujian ini bertujuan untuk mengetahui pengaruh campuran kapur dan abu ampas tebu terhadap kuat tekan bebas tanah sebagai salah satu alternatif perbaikan tanah dengan dibuat variasi campuran kapur sebesar 10%, 12 %, dan 14% untuk abu ampas tebu sebesar 10%, 12 %, dan 14%. Berdasarkan hasil pengujian kuat tekan bebas dimana pada variasi campuran kapur dengan presentase 10% menghasilkan nilai kuat tekan tertinggi dari semua variasi dan bisa dikatakan bahwa pada campuran kapur 10% dapat meningkatkan nilai daya dukung tanah dimana pada pencampuran tanah dan kapur dengan presentase 10% mendapatkan nilai qu sebesar 106,99 kN/ (kPa). Pada pencampuran tanah asli dan abu ampas tebu 10 % diperoleh nilai tertinggi dengan hasil nilai qu sebesar 77,07 kN/ (kPa). Dan pada pencampuran tanah asli + kapur + abu ampas tebu nilai tertinggi yaitu pada variasi 10% sebesar 78.58 kN/ (kPa).
Pemodelan Fire Sprinkler Menggunakan Pipe Flow Expert pada Gedung Asrama Putri MTSN 1 Banyuwangi Hutasoit, Eva Olivia; Hartono , Dimas Riski
Menara: Jurnal Teknik Sipil Vol. 19 No. 2 (2024): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v19i2.46412

Abstract

Gedung Asrama Putri MTSN 1 Banyuwangi merupakan bangunan 3 lantai dengan luas bangunan 3.456 m² yang memiliki resiko kebakaran disebabkan korsleting listrik sehingga menimbulkan percikan api. Selain itu, lokasi asrama tersebut dekat dengan area persawahan dimana setiap musim panen hasil dari limbah dibakar di area belakang gedung. Penelitian ini bertujuan untuk merencanakan dan mensimulasikan salah satu sistem proteksi kebakaran fire sprinkler. Metode yang digunakan adalah perhitungan sprinkler secara manual dan mensimulasikan dengan menggunakan pipe flow expert mengacu pada SNI 03-3989-2000. Perhitungan manual menghasilkan penggambaran tata letak sprinkler, diameter pipa dan kebutuhan volume tangki air yang dibutuhkan. Sedangkan simulasi dengan pipe flow expert menghasilkan gambar isometri dengan angka-angka pada setiap titik instalasi, serta nilai simulasi yang tercatat dalam format file Excel. Berdasarkan hasil dari perhitungan manual menggunakan acuan SNI 03-3938-2000 didapatkan hasil yaitu jumlah dari kebutuhan fire sprinkler sebanyak 51 buah, volume kebutuhn air 9 m3, pipa hisap dan pipa pembagi utama berdiameter 80 mm atau 3”, pipa pembagi 32 mm 1 ¼”, pipa cabang 25 mm atau ¾”. Pada hasil simulasi ke-2 pipe flow expert didapatkan data warna pipa, kecepatan aliran pipa, tekanan air pada pipa dan gambar isometric yang telah sesuai dengan SNI 03-3938-2000.
Desain Ulang Instalasi Pengolahan Limbah Greywater dan Sistem Penyaluran Air Limbah (SPAL) Domestik Pada Rusunawa Gunung Anyar Surabaya Pratama, Moh. Bara Wahyu; Hutasoit, Eva Olivia; Budhi, Wahyu Satyaning
Jurnal Teknik Sipil dan Lingkungan Vol. 8 No. 3: Desember 2023
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.8.03.203-212

Abstract

Rusunawa Gunung Anyar merupakan salah satu rumah susun 5 lantai yang dikelola oleh Pemerintah Kota Surabaya. Pada Rusunawa Gunung Anyar terdapat permasalahan IPAL yaitu greywater dari kamar mandi langsung dialirkan ke drainase yang berdampak pada peningkatan pencemaran lingkungan. Selain itu juga terdapat penyumbatan pada pipa yang menyebabkan air meluap melalui kloset. Penelitian ini bertujuan untuk mengetahui besaran volume tampung, dimensi unit pengolahan, minimum kemiringan dan beda elevasi dari hasil redesign instalasi pengolahan limbah greywater pada Rusunawa Gunung Anyar. Dalam penelitian ini, dilakukan perhitungan debit limbah greywater, volume tampung greywater, dimensi unit pengolahan sistem reaktor anaerob bersekat (SRAB), dan kemiringan serta beda elevasi dengan menggambar ulang sistem saluran greywater menuju unit pengolahan dengan mengacu pada SNI 8455:2017 dan SNI 8153:2015. Hasil yang didapatkan berupa besaran volume tampung greywater sebesar 6,8 m3 dan dimensi unit pengolahan greywater bak pengendap dengan ukuran 2 m x 1,1 m x 1 m, serta unit pengolahan SRAB berukuran 1,45 m x 1,1 m x 2 m. Selain itu didapatkan hasil kemiringan sistem penyaluran limbah greywater menuju unit pengolahan yaitu 1,1%. Beda elevasi jalur a-b dengan selisih 0,31 m, jalur b-c dengan selisih 0,73 m, jalur d-e dengan selisih 0,34 m, dan yang terakhir jalur e-f dengan selisih 0,43 m. Hasil redesign tersebut sudah sesuai standar yang diacu dan dapat menjadi alternatif instalasi pengolahan limbah greywater agar memenuhi baku mutu air limbah domestik.
Evaluasi Distribusi Air Bersih dengan Menggunakan Metode Hazen William dan Hardy Cross (Studi Kasus Asrama Putra Pondok Pesantren Al-Kautsar) Olivia Hutasoit, Eva; Dwi Yulianto, Fredi
Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 1 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i1.579

Abstract

The Al-Kautsar Islamic Boarding School's Boys' Dormitory is a 3-storey building and there are problems with the distribution of clean water, namely the water supply that cannot meet its users when it is used during peak hours. This study aims to evaluate the distribution of clean water and provide recommendations. In this study the method used was the calculation of Hazen William and Hardy Cross using SNI 03-7065-2005 reference regarding procedures for designing plumbing systems and SNI 8153:2015 concerning pipe systems in buildings. Then the results that have been obtained from the calculation that the need for clean water is 29.4 ????3/day, for its availability of 502,400 m3, the need for clean water is not sufficient for its users. So it must be necessary to evaluate according to ideal conditions. As well as for the evaluation itself, namely the enlargement of the diameter of the 2nd floor pipe by 1 "and for the main dividing pipe by 2", the enlargement of the ground water tank by 6000 liters, the replacement of pump power by 200 watts. So, it can be concluded that the need for clean water in ideal conditions is 40.2 ????3/day. Then in this study the lack of water needed in the existing conditions with a maximum requirement of 27% percentage.
Evaluasi Daya Dukung Pondasi Tiang Pancang Pada Gedung Universitas Muhammadiyah Lamongan Hutasoit, Eva Olivia; Rizkiyah, Awaliatul
Jurnal Teknik Sipil Vol. 16 No. 1 (2023): Juni 2023
Publisher : Faculty Of Engineering University 17 August 1945 Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56444/jts.v16i1.871

Abstract

The pile foundation is a deep foundation that is often used in the construction of high-rise buildings and small-scale buildings. The foundation is required to have a greater bearing capacity than the load on it. This study aims to determine the maximum bearing capacity of the foundation against the work load including the additional load from the 15-story Lamongan Muhammadiyah University building which was found to be cracked. Calculation of the bearing capacity of a single pile is carried out to determine the bearing capacity of a single pile using the Mayerhoff, Reese O'neil, and Reese and Wright method. Calculation of the bearing capacity of group piles is carried out to determine the bearing capacity of piles in one group using the Converse-Labarre, Los Angle Group, and Seiler-Keeney methods. Controlling the bearing capacity of single and group pile foundations, whether they are able to withstand the load on them using the axial loads and moments obtained. The results of the calculation of the bearing capacity of a single pile foundation at a depth of 30 m using the Meyerhoff calculation method obtained the carrying capacity of a single pile permit (Q_a) at point DB-1 of 916,80 tons and DB-2 of 916,80 tons, Reese and O' neil obtained Power single pile permit bearing (Q_a) at point DB-1 of 668,67 tons and DB-2 of 668,67 tons, Reese and Wright obtained single pile permit bearing capacity (Q_a) at point DB-1 of 1.070,08 tons and a DB-2 of 1.070,08 tons, while the shamanic strength of the largest pile group foundation was obtained using the Converse-Labarre method with ultimate bearing capacity using the Reese anad Wright method, bearing configuration from the pile group capacity (Q_g) (2 x 2) obtained at point DB -1 of 9.733,45 tons and DB-2 of 9.733,45 tons, configuration (2 x 3) at point DB-1 of 13.810,45 tons and DB-2 of 13.810,45 tons, configuration (3 x 2 ) at point DB-1 of 13.810,45 tons and DB-2 of 13.810,45 tons. The results of controlling the bearing capacity of the foundation by looking at the value of the allowable bearing capacity is greater than the value of the axial load (P ≤ Q_g). From the calculation of the bearing capacity of the piles it can be concluded that the pile foundations at points DB-1 and DB-2 are safe.
Studi Penentuan Puncak dan Kehilangan Tekanan Pada Instalasi Jaringan Pipa Air Bersih Asrama Putri Pondok Pesantren Bustanul Makmur II Shofiyah, Qurrotus; Hutasoit, Eva Olivia; Pratama, Galang Kori
Jurnal Teknik Sipil Vol. 16 No. 1 (2023): Juni 2023
Publisher : Faculty Of Engineering University 17 August 1945 Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56444/jts.v16i1.886

Abstract

Pondok pesantren Bustanul Makmur II yang berada di Kecamatan Genteng Kabupaten Banyuwangi mempunyai asrama putra dan asrampa putri. Asrama putri merupakan bangunan bertingkat 4 lantai serta terdapat permasalahan pada distribusi air bersih yaitu suplai air yang belum bisa mencukupi penggunanya yang diduga bermasalah pada ground tank. Tujuan studi ini untuk mengetahui serta menghitung debit puncak dan kehilangan tekanan pada instalasi jaringan pipa air bersihnya. Studi ini menggunakan acuan SNI 0140:2007 terkait cara perhitungan debit air dan SNI 8153:2015 tentang sistem pipa pada bangunan gedung, serta menggunakan metode perhitungan Hazen William tentang kehilangan tekanan pada instalasi jaringan pipa. Metode pengumpulan data dilakukan dengan survei lokasi, wawancara dengan pihak asrama, serta observasi. Hasil studi menunjukkan bahwa debit puncak air bersih dilapangan tidak bisa memenuhi penggunanya dikarenakan nilai debit puncak air bersih dilapangan sebesar 9,22 m 3 /jam, seharusnya nilai debit puncak air bersihnya sebesar 12,76 m 3 /jam dan kapasitas graound tank dilapangan hanya sebesar 27,7 m 3 /hari yang seharusnya berkapasitas 38,28 m3 /hari. Nilai kehilangan tekanan yang terjadi pada Asrama Putri Pondok Pesantren Bustanul Makmur II sebesar 1,259171061 m.
Co-Authors Amin , M. Shofi’ul Budi , Ghalib Setyo Catur Bejo Santoso Dani Agung Wicaksono Diah Purnama Sari Dora Melati Nurita Sandi Dwi Pranowo, Dadang Dwi Yulianto, Fredi Galang Kori Pratama Hartono , Dimas Riski Husnur rizal Kanom, Kanom Khasan Fathoni Khomari , Mohamad Galuh Khomari, Mohamad Galuh Mohamad Galuh Khomari Ngr. A. Satria Prasetya , I Gst. Nurmawati, Yustika Dwi Pradita, Rahayu Pranowo , Dadang Dwi Pratama, Galang Kori Pratama, Moh. Bara Wahyu Qurrotus Shofiyah Rifqi, Mirza Ghulam Rizkiyah, Awaliatul Rodiyani, Megalita Salvian Setyo Prayitno Shofiyah, Qurrotus Taufik Hidayat Ulfi, Kholidah Wahyu Satyaning Budhi Wari, Wahyu Naris