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Jernih : Jurnal Tugas Akhir Mahasiswa
Published by Universitas Lambung Mangkurat
ISSN : -     EISSN : 25975080     DOI : https://doi.org/10.20527/jernih
Core Subject : Social,
Environmental Science
This journal is available to researchers who wish to improve their knowledge in a particular field, and intend to disseminate knowledge as a result of research.
Arjuna Subject : Ilmu Lingkungan (semua ketegori) - Ilmu Lingkungan (Lain-Lain)
Articles 84 Documents
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Aplikasi Metode Spatial Multi Criteria Evaluation (SMCE) Untuk Perencanaan Lokasi Tempat Pemrosesan Akhir (TPA) Sampah di Kabupaten Kotabaru muhammad firman wahyudi; Muhammad Firmansyah; Rizqi Puteri Mahyudin; Muhammad Husin
Jernih: Jurnal Tugas Akhir Mahasiswa Vol. 9 No. 1 (2026): JERNIH
Publisher : Prodi Teknik Lingkungan Fakultas Teknik Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Kotabaru Regency consists of 22 sub-districts with an area of 9,442.46 km2 and a population of 325,622 people in 2020. Kotabaru Regency has one TPA with an open dumping processing system, but these efforts are also not optimal due to the condition of open dumping waste storage holes. it is almost full and the population is increasing every year so that land suitability information is needed to develop a landfill site in Kotabaru District. Because of this, this plan was carried out to analyze suitable locations for landfill planning in Kotabaru district in eight subdistricts. This planning uses Geographic Information System (GIS) technology in the GIS there is a Spatial Multi Criteria Evaluation (SMCE) method. This planning refers to SNI 19-3241-1994 as a standard in determining the location of TPA. Analysis of the feasibility of the TPA location begins with an analysis of regional criteria with the principle of the regional binary method that matches the parameter with a value of 1 while those that are not suitable are given a value of 0, the result is 1,170.356 km2 and the results of the exclusion criteria are divided into 4 classes where class IV is stated as land suitability is very suitable with an area of 9,574 km2 which is spread over eight sub-districts in Kotabaru Regency. After the analysis was carried out, the location with the highest score was obtained in the pulau laut selatan in the village of Tanjung Seloka. However, this location is very far from the service area which will make it difficult to transport waste to the final waste processing location, so two alternative locations are recommended for the final waste processing site which are close to the service area, Sebelimbingan Village on the pulau laut utara and Selaru Village on the pulau laut tengah
Analisis Efektivitas Sistem Pemindahan Sampah “Surung Sintak” di Kota Banjarmasin Bella Nadya Safitri; Muhammad Firmansyah; Andy Mizwar; Muhammad Abrar Firdausy
Jernih: Jurnal Tugas Akhir Mahasiswa Vol. 9 No. 1 (2026): JERNIH
Publisher : Prodi Teknik Lingkungan Fakultas Teknik Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/jernih.v9i1.1620

Abstract

The narrow area and dense population in Banjarmasin have made it difficult to find land to build TPS in each village so that one TPS can serve several villages. The uneven distribution of TPS in each urban villages resulted in several residential areas being relatively far away to reach the available TPS. These problems made the Banjarmasin City Environment Service create a new innovation, namely "Surung Sintak". "Surung Sintak" is a South Kalimantan tradition, which means handed over and taken. The application of "Surung Sintak" to the waste removal innovation created by the DLH of Banjarmasin City is that waste is handed over by collection officers, which will then be or be received by "Surung Sintak" officers to be put into garbage trucks. The determination of the Surung Sintak service area was carried out by the village administration proposing it to DLH Banjarmasin. Waste collection is carried out by collection officers. Waste transfer is carried out at a mutually agreed time and location with an estimated time of 2 hours at one service point. Waste transportation is carried out by one driver and three people who help, using a transporter, namely a compactor truck. Judging from the distance, the transfer of "Surung Sintak" is more effective than disposing of waste to conventional TPS. Surung Sintak's operational costs are Rp. 87,300,000 less than conventional TPS because the wages for workers, maintenance, and equipment for Surung Sintak are lower than conventional TPS. Keywords: Waste Transfer, Surung Sintak, Effectiveness.
Perencanaan Penentuan Lokasi Pusat Daur Ulang (PDU) di Kecamatan Liang Anggang Nurazlina Nurazlina; Muhammad Firmansyah; Muhammad Abrar Firdausy; Muhammad Husin
Jernih: Jurnal Tugas Akhir Mahasiswa Vol. 9 No. 1 (2026): JERNIH
Publisher : Prodi Teknik Lingkungan Fakultas Teknik Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/jernih.v9i1.1624

Abstract

Pusat Daur Ulang (PDU) is an example of a waste facility from the government to implement awaste reduction policy by processing waste to residual residue. The purpose of this planning is todetermine the location of the PDU construction in Liang Anggang District. The method used in this planning is by distributing questionnaires/participant level (readiness) of the community. Theplanning results show that based on measurements made using the Google Earth application, theplanned location is estimated to have an area of 6,519 m2, with the land area obtained at thatlocation a PDU can be made with service coverage in Liang Anggang District with the conditionthat the PDU location is inside housing and access roads to the location can be passed by truck-type garbage vehicles in one direction. The planned location of the Pusat Daur Ulang (PDU) inLiang Anggang District according to the field survey and calculation results is located on Jln.Makmur, Village of North Landasan Ulin, Liang Anggang District, Banjarbaru City. Keywords: Waste, Waste minimization, Planning.
Evaluasi dan Perencanaan Jaringan Distribusi Pipa Primer PDAM Bandarmasih Zona Banjarmasin Selatan menggunakan Epanet 2.2 Nadia Istiqomah; Chairul Abdi; Muhammad Syahirul Alim; Muhammad Abrar Firdausy
Jernih: Jurnal Tugas Akhir Mahasiswa Vol. 9 No. 1 (2026): JERNIH
Publisher : Prodi Teknik Lingkungan Fakultas Teknik Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/jernih.v9i1.1636

Abstract

Air bersih merupakan salah satu kebutuhan yang penting untuk kalangsungan untuk hidup setiap orang. PDAM Bandarmasih membagi menjadi 4 zona pelayanan, khususnya untuk kecamatan Banjarmasih Selatan dengan permasalahan seiring dengan pertumbuhan jumlah penduduk akan berpengaruh pada jaringan distribusi pipa dalam jangka waktu 9 tahun kedepan. Perencanaan ini bertujuan untuk mendapatkan hasil simulasi jaringan distribusi pipa primer yang mampu melayani hingga tahun 2030 dengan target pelayanan 100% dari SDG’s desa sanitasi layak dengan mengevaluasi kondisi eksisting jaringan distribusi air bersih dalam rencana pengembangan jaringan, kebutuhan air. Hasil simulasi jaringan pada kondisi eksisting tekanan dan headloss belum sesuai dengan standar baku mutu. Simulasi pengembangan belum memenuhi persyaratan tekanan yaitu 0.5 bar dan headloss dibawah 10 m/km. Hasil simulasi setelah pengembangan dalam didapat persentase keberhasilan hanya 20% maka perlu dilakukan pengembangan sistem jaringan pada Banjarmasin Selatan. Hasil simulasi skenario bertahap untukk pengembangan tahap 1 dengan menambahkan pipa pararel berdiameter 450 mm berjenis HDPE pressure meningkat 88% dan angka unit headloss 97%. Hasil simulasi skenario tahap 2 dengan menambahkan jaringan pipa baru pada daerah pengembangan dengan diameter 400 mm jenis HDPE pressure meningkat 98% dan headloss meningkat 97%. Hasil simulasi skenario tahap 3 dengan menambahkan pipa pararel berdiameter 450 mm jenis HDPE pressure sempurna 100% dan headloss sempurna 100%. Kapasitas reservoir kondisi eksisting sebesar 283,4 lt/dt dan kapasitas reservoir setelah pengembangan sebesar 283.9 lt/dt. Kata Kunci: Evaluasi, headloss, pressure, EPANET 2.0, Jaringan Distribusi.

Page 9 of 9 | Total Record : 84

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