Garuda - Garba Rujukan Digital

Perencanaan MCK dan Septic Tank Komunal di Desa Weninggalih, Kecamatan Jonggol, Kabupaten Bogor Arthono, Andri; Ekadipta, Ekadipta; Salman, Nurcholis; Taqwa, Fadhila Muhammad Libasut
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 7 No. 1 (2023)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v7i1.7368

Abstrak: Indonesia sebagai negara berkembang berupaya meningkatkan pembangunan di semua aspek kehidupan salah satunya sanitasi. Semakin bertambahnya jumlah perumahan dan perkampungan yang mendiami satu area lingkungan, semakin berat pula lingkungan tersebut menetralisir air limbah yang sebagian besar didapatkan dari sisa penggunaan air bersih. Pada lokasi studi di lingkungan desa Weninggalih, Kecamatan Jonggol, Kabupaten Bogor, Air limbah pada umumnya langsung dibuang ke badan sungai tanpa dilakuan pengolahan (treatment) terlebih dahulu, hal tersebut mengancam kelestarian lingkungan, karena keterbatasan kemampuan self-purification lingkungan. Penelitian ini bertujuan untuk merencanakan desain WC/toilet serta tangki septik komunal yang ekonomis, mudah dirawat dan dapat melayani kebutuhan sanitasi warga. Dari analisis yang telah dilakukan, untuk memenuhi kebutuhan 50 orang pengguna, direncanakan MCK komunal dengan 5 (unit) kloset, yang dilengkapi dengan tampungan air bersih dengan kapasitas 400 l. Dengan debit air limbah sebanyak 40 l/org/thn, produksi lumpur septic tank adalah sebanyak 4000 l/tahun. Tangki septik komunal direncanakan memiliki kapasitas 18,97 m3.Kata Kunci: sanitasi, MCK komunal, tangki septik komunal.Abstract: Indonesia as a developing country is trying to increase development in all aspects of life, one of which is sanitation. The increasing number of housing and settlements that inhabit an area of the environment, the more difficult it is for the environment to neutralize wastewater, which is mostly obtained from the remaining use of clean water. At the study site in Weninggalih village, Jonggol District, Bogor Regency, wastewater is generally discharged directly into river bodies without prior treatment, this threatens environmental sustainability, due to the limited ability of environmental self-purification. This study aims to design a communal toilet/toilet and septic tank that is economical, easy to maintain, and can serve the sanitation needs of the residents. From the analysis that has been carried out, to meet the needs of 50 users, a communal MCK with 5 (unit) toilets is planned, equipped with a clean water reservoir with a capacity of 400 l. With a wastewater discharge of 40 l/person/year, the production of septic tank sludge is as much as 4000 l/year. The communal septic tank is planned to have a capacity of 18.97 m3.Key words: sanitation, Communal MCK, communal septic tank.

Analisis Biaya dan Waktu dengan Menggunakan Metode Nilai Hasil (Earned Value) pada Proyek Pembangunan Mako Polres Jakarta Barat Arthono, Andri; Rahayu, Diana; Purbakawaca, Rady
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 8 No. 2 (2024)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v8i2.15427

In carrying out a construction project, the project should be a solid building and have a long life. Criteria and characteristics of a good building of course. It should be realized that changes may occur in the future and will affect the pattern of the plan it self. The length of time for project completion has a major impact on the increase in overall project costs. has been completed or implemented When viewed from the amount of work completed, the concept of Earned Value is one of the control methods used to control project costs and time in an integrated manner. This method is used to analyze implementation performance and make project completion estimates that provide information on project performance in a reporting period and produce cost and time estimates for the completion of all project work. This project is planned for 204 days or about 29 weeks with a contract value of Rp. 106,671,014,961.00

Perencanaan Bangunan Instalasi Pengolahan Air Limbah Rumah Sakit Arthono, Andri; Hartanto, Edi
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 5 No. 2 (2021)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v5i2.6282

ABSTRAKTingginya kebutuhan masyarakat akan pelayanan kesehatan dewasa ini, menyebabkan banyak rumah sakit melakukan penambahan fasilitas pelayanan kesehatan seperti fasilitas rawat inap, poliklinik, klinik spesialis dan sebagainya. Penambahan fasilitas pelayanan berarti akan menambah jumlah limbah cair yang dihasilkan oleh rumah sakit. Air limbah sebagai salah satu jenis limbah yang dihasilkan oleh rumah sakit, merupakan jenis limbah yang harus dikelola terlebih dahulu sebelum dibuang kesaluran air. Salah satu metode yang dipergunakan adalah dengan menggunakan metode pengolahan air limbah dengan menggunakan lumpur aktif, dipilihnya metode ini dikarenakan biaya operasional yang murah, mudah dalam perawatan, tidak banyak peralatan yang dipergunakan, lumpur yang dihasilkan masih dapat dimanfaatkan dan dapat diterapkan pada lahan yang tidak terlalu luas. Tujuan dari penelitian ini adalah untuk mengetahui dimensi dari instalasi pengolahan air limbah untuk rumah sakit type B dan apakah kadar kandungan BOD dan TSS yang yang dipeoleh dari air buangan masih dalam batas yang diperbolehkan, dimana dari hasil perhitungan yang sudah dilakukan diperoleh bahwa hasil kandungan BOD dan TSS yang yang dipeoleh dari air buangan masih dalam batas yang diperbolehkan, dimana suspended solid pada bak final sedimentasi adalah sebesar 68,4 mg/l < 100mg/l (batas baku) dan untuk Biochemical Oxygen Demand pada bak final sedimentasi adalah sebesar 3,6mg/l < 75 mg/l (batas baku)Kata Kunci: Metode lumpur aktif, Fasilitas sanitasi, BOD, TSS ABSTRACTToday's high demand for health services has caused many hospitals to add health service facilities such as inpatient facilities, polyclinics, specialist clinics and so on. The addition of service facilities means that it will increase the amount of liquid waste produced by the hospital. Wastewater as one of the types of waste produced by hospitals, is a type of waste that must be managed first before being discharged into waterways. One of the methods used is to use wastewater treatment methods using activated sludge, this method was chosen due to low operating costs, easy maintenance, not much equipment used, the resulting sludge can still be utilized and can be applied to land that is not too large. The purpose of this study was to determine the dimensions of the wastewater treatment plant for type B hospitals and whether the levels of BOD and TSS content obtained from wastewater were still within the permissible limits, where from the results of calculations that have been carried out it was found that the results of BOD and TSS content TSS obtained from wastewater is still within the permissible limits, where suspended solids in the final sedimentation tank are 68.4 mg/l < 100mg/l (standard limit) and for Biochemical Oxygen Demand in the final sedimentation tank it is 3.6 mg. /l < 75 mg/l (standard limit)Keywords: Activated sludge method, sanitation facilities, BOD, TSS

Perencanaan Perkerasan Lentur Jalan Raya Menggunakan Metode Analisa Komponen SNI 1732-1989-F Ruas Jalan Raya Mulya Sari Kecamatan Pamanukan Sampai Kecamatan Binong Kabupaten Subang Propinsi Jawa Barat Arthono, Andri; Permana, Vicky Ade
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 6 No. 1 (2022)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v6i1.6740

ABSTRAKWilayah kabupaten Subang merupakan daerah dengan potensi kawasan pertanian dan pariwisata serta didukung oleh pelabuhan internasional Patimban, memiliki jalan yang kurang memadai, ditandai dengan banyaknya jalan yang rusak dan tidak memiliki saluran drainase yang baik serta tidak sedikit jalan yang menggunakan perkerasan seadanya padahal dari hasil pengamatan langsung jumlah penduduk dan lalu lintas kendaraan di wilayah ini cukup padat. Penggunaan Metode Analisa Konponen atau SNI 1732-1989-F, menjadi pilihan dikarenakan sesuai dengan kondisi dari daerah yang akan dirancang. Adapun beberapa data yang dipergunakan dalam perancangan menggunakan metode ini adalah yaitu data Curah Hujan, Data Pertumbuhan Lalu Lintas, dan Data Klasifikasi Jalan. Sedang data primer penelitian ini adalah data yang diambil berdasarkan hasil uji laboratorium dengan cara pengamatan langsung, yaitu Data Daya Dukung Tanah (DDT), Data Lalu – Lintas Harian Rata – Rata, dan Data Persentase Kendaraan Berat. Dari hasil perhitungan untuk ruas jalan arteri yang menghubungkan Jalan Raya Mulya Sari Kecamatan Pamanukan sampai Kecamatan Binong Kabupaten Subang Propinsi Jawa Barat sepanjang 11 km, diperoleh tebal perkerasan untuk lapis permukaan laston setebal 10 cm, lapis pondasi atas laston atas setebal 20 cm dan lapis pondasi bawah Sirtu/Pirun kelas A setebal 3 cmKata Kunci: Metode Analisa Komponen, SNI 1732-1989-F, Daya Dukung Tanah, laston ABSTRACTThe Subang district area is a potential area for agriculture and tourism and also supports the Patimban Seaport. The use of the Component Analysis Method or SNI 1732-1989-F, is an option because it is in accordance with the conditions of the area to be designed. The data used in the design using this method are Rainfall Data, Traffic Growth Data, and Road Classification Data. While the primary data of this study is data taken based on the results of laboratory tests by direct observation, namely the Soil Carrying Capacity Data (DDT), Average Daily Traffic Data, and Heavy Vehicle Percentage Data. From the calculation results for arterial roads that Connecting Jalan Raya Mulya Sari, Pamanukan District to Binong District, Subang Regency, West Java Province along 11 km, obtained a pavement thickness for the asphalt concrete (AC/WC) surface layer with a thickness of 10 cm, the upper foundation layer of the upper laston as thick as 20 cm and the sub-base of Sirtu/Pirun class A with a thickness of 3 cm.Keywords: Component Analysis Method, SNI 1732-1989-F, Soil Bearing Capacity, Asphalt Concrete (AC/WC) surface layer

Perencanaan Pembangunan Tangki Septik Komunal di Kelurahan Kedoya Selatan, Kecamatan Kebon Jeruk, Jakarta Barat Arthono, Andri; Salman, Nurcholis; Lutfi, Muhamad; Taqwa, Fadhila Muhammad Libasut
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 6 No. 2 (2022)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v6i2.7203

Abstrak: Rencana pembangunan tangki septik komunal dengan studi kasus di daerah Kedoya Selatan Jakarta Barat dilakukan karena daerah tersebut dilintasi oleh kali Pesanggrahan yang pada musim hujan sering kali mengalami banjir, sehingga sarana MCK Komunal menjadi penting sebagai sarana mengantisipasi terjadinya masalah kesehatan. Penelitian ini bertujuan untuk merencanakan sistem tangka septik komunal yang mampu melayani warga sekitar, memiliki kapasitas yang cukup, mudah dalam pemeliharaan dan memenuhi standard serta peraturan yang berlaku. Perencanaan mengacu pada SNI 03-2399-2002 tentang tata cara perencanaan bangunan MCK Umum, SNI 03-6481-2000 tentang sistem plambing, SNI S-04-1989-F tentang spesifikasi bahan bangunan, SNI 01-0220-1987 tentang syarat-syarat dan pengawasan kualitas air. Dengan asumsi bahwa jumlah penduduk terlayani adalah sebanyak 200 orang dan waktu pengurasan direncanakan setiap 2 tahun, serta rata-rata lumpur terkumpul 40 lt/orang/tahun, dan dengan mempertimbangkan jumlah penduduk yang ada di lokasi dan memaksimalkan luas lahan yang tersedia, maka septic tank komunal ini dibangun dengan 6 bilik, terdiri dari 5 unit kloset jongkok dan 1 unit kloset duduk. Volume tampungan efektif septictank komunal adalah 32 m3, sehingga dimensi rencana septictank adalah 6,4mí—3,2mí—1,57m.Kata Kunci: tangki septik komunal, SNI 03-2399-2002, SNI 03-6481-2000, SNI S-04-1989-F, SNI 01-0220-1987Abstract: The plan for the construction of a communal septic tank with a case study in the South Kedoya area of West Jakarta was carried out because the area was crossed by the Pesanggrahan river which in the rainy season often experienced flooding, so public toilet facilities became important as a means of anticipating health problems. Planning refers to SNI 03-2399-2002 regarding procedures for planning for public toilets, SNI 03-6481-2000 regarding plumbing systems, SNI S-04-1989-F regarding specifications for building materials, and SNI 01-0220-1987 regarding requirements. requirements and monitoring of water quality. The assumption is that the number of people served is 200 people and the time for draining is planned every 2 years. With an average accumulated sludge of 40 liters/person/year, and taking into account the number of residents in the location and maximizing the available land area, this communal septic tank was built with 6 cubicles, consisting of 5 squat toilet units and 1 sitting toilet unit. The effective storage volume of the communal septic tank is 32 m3, so the design dimensions of the septic tank are 6.4mí—3.2mí—1.57m.Keywords: communal septitank, SNI 03-2399-2002, SNI 03-6481-2000, SNI S-04-1989-F, SNI 01-0220-1987

Perencanaan Jamban Sehat untuk Rumah Studi Kasus Desa Weninggalih Kabupaten Bogor Arthono, Andri; Ekadipta, Ekadipta
Tameh Vol. 11 No. 1 (2022): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v11i1.186

A livable house must meet various requirements, one of which is health requirements, so that the occupants remain healthy. One of the important things that must be in a house is a latrine or bathroom. Inappropriate latrines facilitate the spread of certain diseases such as diarrheal diseases. The planning and manufacture of family latrines must follow the criteria in accordance with existing standards such as layout, water sources, construction, and also the materials. With the existence of family latrines that meet the criteria, a healthy society will be realized, as an effort to implement a healthy lifestyle for the community which was proclaimed by the Ministry of Health as a Clean and Healthy Lifestyle (PHBS). The purpose of this study was to determine the feasibility of sanitation and environmental health in Weninggalih village, Bogor Regency. Methods The research is conducted by conducting a field survey. Data collection is done by visiting the house one by one, where the physical components seen are focused on the bathroom and its supporting facilities. Based on the results of the study, it is known that the houses in the village of Weninggalaih are still very far from being feasible. This can be seen from the construction of the house with earth floors and tends to be humid. In addition, the walls use cubicles that allow air from outside to easily enter, including various small animals, the absence of a low roof, and the absence of a proper bathroom. Therefore, it is recommended to the local authorities to improve the facilities in every resident's house, including making a latrine in each house, constructing drainage channels and also infiltration wells to reduce household waste, including providing space between the house and the animal cages.

Perencanaan Tebal Lapisan Perkerasan Lentur Jalan Raya dengan Menggunakan Metode Analisa Komponen SNI 1932-1989F Arthono, Andri; Virginia, Adinda Rizki; Rahayu, Diana; Khoirul, Muhammad
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 9 No. 2 (2025)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v9i2.17525

The location of the Rawa Jitu road, Bone Bawang Regency, Lampung Province, is a collector road of the type 1 lane, 2 directions and has a road width of 11 m consisting of a 7 meter traffic lane and 2 meter right and left shoulders each. In accordance with the road engineering requirements for road sections in the primary network system of the 2020 Minister of Public Works regulations based on the road class where the Rawa Jitu road section is located, including class III roads, road space requirements are needed in order to determine the size limits for each road section to comply with the classification specified. had been planned in advance. At the research location, the Rawa Jitu road section had an average daily traffic of 11,960 passenger cars, 1,300 passenger buses, 500 medium buses, 3,409 medium trucks, 570 large trucks, 20,760 motorbikes. Like road classification, road space requirements have also been regulated in applicable invitation regulations, especially in PP No. 34 of 2006. The road space in question includes road use space (RUMAJA), road property space (RUMIJA) and road monitoring space (RUWASJA). Based on calculations that have been carried out using the SNI 1732-1989F component analysis method with a planned age of 20 and 10 years, the following are layer D plus 5 cm, surface layer 10 cm, top foundation layer 15 cm, bottom foundation layer 20 cm.

Title

Found 7 Documents
Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title Search

Found 7 Documents Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title

Found 7 Documents
Search