cover
Contact Name
Dwiprayogo Wibowo
Contact Email
dwiprayogo@umkendari.ac.id
Phone
+6285340122344
Journal Mail Official
j.lingk@umkendari.ac.id
Editorial Address
Jl. KH. Muh. Dahlan No.10, Wowawanggu, Kec. Kadia, Kota Kendari 93127, Sulawesi Tenggara
Location
Kota kendari,
Sulawesi tenggara
INDONESIA
Jurnal TELUK: Teknik Lingkungan UM Kendari
ISSN : 27974049     EISSN : 27975614     DOI : 10.51454
Jurnal TELUK: Teknik Lingkungan UM Kendari merupakan media informasi bagi para dosen, mahasiswa, dan praktisi yang menaruh minat serta perhatian pada pengembangan inovasi dibidang Teknik Lingkungan, meliputi: (1) Perencanaan dan Perancangan Lingkungan; (2) Ilmu dan Teknologi Lingkungan; (3) Geohidrologi dan Hidrologi Lingkungan; (4) Pengelolaan dan Pengolahan Limbah; (5) Pencemaran Udara; (6) Mikrobiologi Lingkungan; (7) Ekologi atau ilmu lingkungan; (8) Kimia Lingkungan
Articles 40 Documents
Pemanfaatan Kulit Buah Kakao sebagai Media Adsorpsi Logam Besi (Fe) dan Mangan (Mn) pada Air Sumur Nurfahma Nurfahma; Rosdiana Rosdiana; Aryani Adami
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 1 No. 1 (2021): Edisi Juni Tahun 2021 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (513.585 KB) | DOI: 10.51454/teluk.v1i1.117

Abstract

This study aims to determine the percentage reduction in iron (Fe2+) and manganese (Mn2+) content in well water using carbon from cocoa peel as an adsorption media with media height variation. The results of this study indicate that well water sample contains iron (Fe2+) levels of 1.39 mg/L and manganese (Mn2+) of 0.76 mg/L. After filtration with 60 minutes contact using carbon of cocoa peel as an adsorption media without activation, iron content and manganese content in well water decreased. The percentage reduction of iron (Fe2+) content in media height 70 cm, 80 cm and 90 cm were 76.98%, 84.17% and 98.21%. Meanwhile, the percentage in manganese (Mn2+) content at 70 cm media height was 98,93% and archived an optimum reduction at 80 cm and 90 cm media height which is 99.79% with 60 minute contact time.
Perencanaan Desain Instalasi Pengolahan Air Limbah dengan Metode Biofilter Anaerob – Aerob Neshart Neshart; Rosdiana Rosdiana; Dwiprayogo Wibowo; Ahmad Syarif Sukri
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 1 No. 1 (2021): Edisi Juni Tahun 2021 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (621.095 KB) | DOI: 10.51454/teluk.v1i1.118

Abstract

Planning design of wastewater treatment plant in a market is needed to improve the quality of water that will be discharged so it doesn’t pollute the environment and the near. The goal of this study is to determine the discharge of wastewater will be treated and the design of treatment basin in the wet lods area of Mandonga Traditional Market. Result of wastewater is 7.88 m3/day with a waste concentration of pH 7, BOD 64.2 mg/day, and TSS 2.130 mg/day. Wet Lods Wastewater Treatment Plant in Mandonga Traditional Market has 6 compartments such as a control tub with the fine filter addition which has a volume of 0.072 m3/day, the initial settling tank has a volume of 1 m3/day, anaerobic biofilter has a volume of 1.83 m3/day, aerobic tubs have a volume of 0.42 m3/day, the final settling tank I has a volume of 1.1 m3/day and the final settling tub II has a volume of 1.1 m3/day.
Evaluasi Teknik Operasional dari Kinerja Instalasi Pengolahan Lumpur Tinja di Kota Kendari Renaldo Rasawula Lukman; Yunita Eka Pratiwi; Rosdiana Rosdiana
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 1 No. 1 (2021): Edisi Juni Tahun 2021 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (701.913 KB) | DOI: 10.51454/teluk.v1i1.119

Abstract

Fecal waste requires treatment (IPLT) that contains pollutant compounds which result in creating damage to the environment or potentially creating pollution. Therefore, we need a performance evaluation to optimize the performance of the Kendari City IPLT. The Kendari City IPLT serves processing of sewage sludge throughout the sub-district with sources from domestic waste processing units and facilities. Sludge desludging is only carried out by 3% of the total septic tank units that must be vacuumed. The purpose of this study is to determine the effectiveness of the performance of the IPLT in treating waste and determine whether the effluent generated from the IPLT has met the specified quality standards. This research method is to compare the effectiveness of Kendari City IPLT conditions with LH Regulation No. 05 of 2014. The BOD content after analysis was 125.1 mg/L and the oil content was 1 mg / l. The Kendari City IPLT treatment unit consisting of an imhoff tank, anaerobic pool, facultative pool and maturation pool in good condition some ponds did not meet the criteria according to the Ministry of Public Works in 1998. The imhoff tank was only 3.7 m (criteria 6-9 m), the anaerobic pool caused odor that can interfere, facultative pool water height of 2.0 m (criteria 1.2 - 2.4 m).
Perencanaan Instalasi Pengolahan Limbah Cair Rumah Sakit Aliyah 3 Kota Kendari Suwardi Suwardi; Wa Ndibale; Husni M. Kotta; Ilham Ilham; Assiddieq Moch.
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 1 No. 1 (2021): Edisi Juni Tahun 2021 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (649.688 KB) | DOI: 10.51454/teluk.v1i1.122

Abstract

The purpose of this study was to determine the amount of liquid waste discharge at the hospital. Data from the number of hospital patient beds is 54 beds, so the activities taking place in Aliyah Hospital 3 in Kendari city produces a maximum discharge of liquid waste of 3.78/day. The form and design of processing liquid waste which is a rectangle with anaerobic- aerobic bio filter treatment system. Liquid waste processing with anaerobic-aerobic bio filter process consists of several parts namely the oil separator tank, equalization tank, early settling tank, anaerobic bio filter tank, aerobic bio filter tank, final settling tank and equipped with a chlorinated contractor tub. As for the size of each tank, which is like an oil separator tank (0,9 m × 0,5 m × 0,7 m), equalization tank (2,6 m × 1,3 m × 1,1 m), early settling tank (1,6 m × 0,8 m × 0,9 m), anaerobic bio filter tank (2,5 m × 1,3 m × 1,4 m), aerobic bio filter tank (1,8 m × 1 m × 1 m), final settling tank (1,8 m × 0,7 m × 0,7 m) and chlorinated tank (0,6 m × 0,3 m × 0,4 m). This process system was chosen because it is in accordance with the amount of liquid waste treatment system is safe, inexpensive and easy to operate.
Analisis Pencemaran Logam Berat Timbal (Pb) dan Zinc (Zn) di Perairan PPS Kendari Mulud Subarkah; Eka Dian Srikandi; Aryani Adami; Sumarlin Sumarlin
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 1 No. 1 (2021): Edisi Juni Tahun 2021 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (653.379 KB) | DOI: 10.51454/teluk.v1i1.123

Abstract

The maintenance of fishing vessels at Perikanan Samudera Kendari Harbor (PPS) is often carried out by fishing vessels maintenance ventures such as painting, cutting, annihilating, welding, spraying by using sand, changing oils, repairing machines, and other maintenance duties. This industry could potentially lead to degradation of environmental quality, one of which is heavy metal contamination. Therefore, the purpose of this study is to know the degree of heavy metal contamination at PPS Kendari, based on physics parameters (water brightness) and chemical parameters (Pb and Zn). Lead content (Pb) at the first station (1), the second station (2) and the third station (3) was undetected. Meanwhile, zinc content (Zn) at the first station (1) and the second station (2) was also undetected. At the third station (3), the zinc content was detected of 0.006 mg/L. This value is still under standard quality, namely of 0.1 mg/L. Zn contamination index was 0.053. This value is still within 0 ≤ Pij ≤ 1,0 range which meant the content of Zn at PPS Kendari still meets the standard quality (good condition).
Analisis Kerusakan Lingkungan Akibat Industri di Permukiman Warga Desa Karangrejo Kediri Silfia Ainurrohmah; Sudarti Sudarti
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 1 No. 2 (2021): Edisi Desember Tahun 2021 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (560.474 KB) | DOI: 10.51454/teluk.v1i2.375

Abstract

In the modern era like this there is a lot of development, industry everywhere, and technological advances, especially in industry. Industry is a key to economic growth, the growth of people's incomes around the industry and the growth of development. In addition, there is an impact of industrial activities on the environment, especially when the industry is around the settlements of residents. The purpose of this study is to find out the environmental damage caused by industry in the settlements of Karangrejo Kediri villagers. Where in the village area there are many industries that are close to or located in the settlements of residents. The research method used is a descriptive method with data obtained from questionnaire results and observations. The results of the study showed the presence of air pollution, water pollution, noise pollution, the reduction of green land, roads that look hollow and the number of vehicles passing by. The conclusion needs personal awareness and more attention to maintain the environment and maintain the environment so as not to be damaged and favor the villagers.
Analisis Kualitas Air Pasca Tambang Emas di Desa Wumbubangka, Kecamatan Rarowatu, Kabupaten Bombana Abdul Gani; Rosdiana Rosdiana; Wa Ndibale
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 1 No. 2 (2021): Edisi Desember Tahun 2021 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (502.373 KB) | DOI: 10.51454/teluk.v1i2.381

Abstract

Southeast Sulawesi Province has great mining potential to support Indonesia's national mining. Especially in Bombana Regency, it has the potential for gold mining, but with mining activities, the mining area becomes nutrient-poor and toxic. Based on this research, we observed the levels of pH, mercury (Hg), Total Suspended Solid (TSS), Copper (Cu) that accumulated in the waters around the gold mining area. The results showed that the pH level in sector 1 was 9.5 and sector 2 was 9.72. The Hg level also shows -0.0021 mg/L and -0.0014 mg/L. On the other hand, the high TSS content for sector 1 was 930 mg/L due to the sampling point being very close to the gold mining sector, while sector 2 started to decline by 410 mg/L. Cu analysis showed the same value, namely -0.00032 mg/L, it was concluded that the gold quality in sectors 1 and 2 had the same grade.
Uji Kandungan Gas Sulfur Dioksida (SO2) pada Udara Ambien Akibat Adanya Pembakaran Batubara PLTU Nii Tanasa, Sulawesi Tenggara Alifya Julya Halulanga; Rosdiana Rosdiana; Aryani Adami
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 1 No. 2 (2021): Edisi Desember Tahun 2021 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (518.043 KB) | DOI: 10.51454/teluk.v1i2.382

Abstract

Along with the high demand for electrical energy consumption by the Indonesian people, it will also affect the increase in the construction of power plants in various regions. PLTU Nii Tanasa is one of the power plants located in the Lalonggasumeeto District, Konawe Regency, Southeast Sulawesi. This PLTU uses coal as the main raw material in producing electrical energy. This study analyzed the SO2 content in the exhaust gas of PLTU Nii Tanasa. Based on the results of the study, the concentration of SO2 gas in Nii Tanasa Village was 99.31 g/Nm3. The temperature conditions at the time of sampling were 30ºC and the wind speed was 3.7 km/hour. Meanwhile, point 2 is located in Rapambinopaka Village, the distance from the pollutant source is ± 1 km, the concentration of SO2 gas is 147.69 g/Nm3. The temperature at the time of sampling was 25ºC and the wind speed was 3.7 km/hour. The increase in upper respiratory infection disease that occurs every year is not caused by air pollution, especially SO2 parameters.
Analisis Sistem Pengelolaan Limbah Medis Padat pada Puskesmas Onembute Kecamatan Onembute Kabupaten Konawe Ardianto Ardianto; Rosdiana Rosdiana; Wa Ndibale
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 1 No. 2 (2021): Edisi Desember Tahun 2021 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (482.608 KB) | DOI: 10.51454/teluk.v1i2.383

Abstract

The community health center is one of the health service units which in its activities produces solid medical waste. The Oneembute Health Center, Onembute District, Konawe Regency - Southeast Sulawesi does not yet have an incinerator to manage solid medical waste. In this study, we analyze the solid medical waste management system at the Oneembute Health Center whether it was in accordance with the Regulation of the Minister of Environment and Forestry No.P.56/Menlhk-Setjen/2015 regarding procedures and technical requirements for the management of hazardous waste and hazardous materials. toxic from health care facilities. The research method was applied by using the descriptive research method and qualitative approach. Based on these results showed that the implementation of the solid medical waste management system starting from the sorting stage to the final processing stage of the Onembute Health Center had not fully complied with the Regulation of the Minister of Environment and Forestry of the Republic of Indonesia Number: P.56/Menlhk-Setjen/2015 concerning Procedures and Requirements. Hazardous Waste Management Techniques from Health Service Facilities.
Perencanaan Instalasi Pengolahan Air Limbah Domestik Perumahan Bumi Mas BTN Magaga Kota Kendari Aspin Aspin; Ishak Bafadal; Rosdiana Rosdiana
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 1 No. 2 (2021): Edisi Desember Tahun 2021 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (408.503 KB) | DOI: 10.51454/teluk.v1i2.384

Abstract

Currently, the Bumi Mas BTN Magaga housing only has a septic tank in each house and a drainage channel for housing liquid waste. So that, the purpose of this research is how to design domestic wastewater treatment for Bumi Mas Housing BTN Magaga. The type of research used in this study is using quantitative research, with data collection methods namely observation, interviews, and literature study. Wastewater treatment plant (WWTP) planning for BTN Magaga with a land requirement of 56.15 m2 wide (21.2 m long × 10.2 m wide) and a waste discharge of 2.8 m³/hour using an up-flow biofilter system consisting of a collection tank with dimensions of 2.4 × 1.2 × 1 m tub volume 2.8 m3 and residence time of 1 h, fat separator tank with dimensions of 2.4 m × 1.2 m × 1 m tub volume 8.4 m3 residence time 1 h, equalization tank 3.4 m × 1.7 m × 1 m and a tank volume of 5.6 m3 with a residence time of 2 hours, a septic tank 6 m × 3 m × 4 m and a tub volume of 66 m3 with a residence time of 6 hours, a biofilter 6 m × 3 m × 2 m and a tub volume of 33.6 m3 with a residence time of 12 h, and a final settling tank with dimensions of 4.20 m × 2.10 m × 1 m with a volume of 8.4 m3 with a residence time of 4 hours.

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