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Jurnal TELUK: Teknik Lingkungan UM Kendari
Published by Universitas Muhammadiyah Kendari
ISSN : 27974049     EISSN : 27975614     DOI : 10.51454
Core Subject : Science, Social, Engineering,
Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Engineering Environmental Science
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
Arjuna Subject : Ilmu Lingkungan (semua ketegori) - Teknik Lingkungan
Articles 40 Documents
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Perencanaan Sistem Pemanenan Air Hujan (Rainwater Harvesting) di Masjid Al-Mu’minin Kota Kendari Septina Rizky; Ilham Ilham; Moch Assiddieq
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

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Abstract

The need for clean water in mosques, especially for ablution water needs, is something that needs to be addressed. Lack of clean water during the dry season can be a problem for some mosques, such as the Al-Mu'minin mosque which experiences a shortage of groundwater volume during the dry season and groundwater becomes a little smelly. This study aims to determine the potential of rainwater through hydrological analysis and can plan a rainwater harvesting system at the Al-Mu'minin mosque. The results obtained are the amount of water needed for ablution at the Al-Mu'minin mosque is as much as 6.97 m3/day or equivalent to 209.11 m3/month. This result is obtained from the calculation of the number of worshipers per day with the need for ablution water per prayer time, which is 4.42 liters/person. Next, a hydrological analysis was calculated and the result was 45.51 mm/hour of rain intensity, which was then used to calculate the volume of rainwater that could be accommodated so that the result was 7.81 m3/day or equivalent to 234.3 m3/month. Based on the calculation results, the piping system used is 4 inches for horizontal pipes and 3 inches for standpipes.
Analisis Konsentrasi Particulate Matter (PM10) pada Udara Ambien di Pasar Sentral Kota Kendari Muh. Fredrik; Ilham Ilham; Sumarlin Sumarlin
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

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Abstract

The problem of air pollution is a global problem that almost everyone experiences. Nearly 90% of people in the world live in an environment where the air is not healthy. One of the places that may affect the pollutant is, where the market has a level of crowd and traffic density that can have an impact on the environment. One of them is the central market of Kendari City. The results obtained are PM10 concentrations in ambient air at the central market of Kendari City at three times, namely morning, afternoon, and evening, laboratory test results in the morning are 4.3521 g/Nm3 with a temperature of 280C and a wind speed of 2.2 m /s, in the afternoon the result is 2.2868 g/Nm3 with a temperature of 320C and a wind speed of 2.5 m/s, and in the afternoon the result is 4.8524 g/Nm3 with a temperature of 290C and wind speed 1.94 m/s but all sample test results still meet the ambient air quality standards according to the Government Regulation of the Republic of Indonesia No. 22 of 2021 and the results of calculating the volume of vehicles at three times, namely at 08.30 – 09.30 WITA, 11.30 – 12.30 WITA, and 14.30 – 15.30 WITA, the results are that in the morning the daily traffic volume is 1480 vehicles/hour, during the day as much as 1284 vehicles/hour, and in the afternoon as many as 1523 vehicles/hour. Keywords: ambient air, particulates, market
Perencanaan Penyediaan Air Bersih Pada Wilayah Rawan Banjir (Studi Kasus: Jl. H. Lamuse Kelurahan Lepo – Lepo Kecamatan Baruga Kota Kendari) Wiwi Jaya; Sumarlin Sumarlin; Wa Ndibale
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

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Abstract

The provision of clean water is currently very crucial when entering the rainy season. This is because the occurrence of rainwater affects the turbidity of groundwater and surface water which is usually used for daily needs by the community. Especially in the Lepo-Lepo sub-district area, RT 012-RW 006; RT 013-RW 006, and RT 014-RW 006 are often affected by the high rainy intensity and frequently flooded. So that in this study aims to determine the total clean water consumption for the next 5 years and design a reservoir building for flood victims in the Lepo - Lepo sub-district. The quantitative method is applied by calculating flood-affected communities, projecting clean water consumption, and planning the design of clean water reservoirs. Based on our results, the population projection for flood-affected communities in 2025 is 349 people. Subsequently, the total of clean water consumption for flood victims is 38,400 liters/day which same as the average daily consumption is 6.62 liters/second and the maximum daily use has required of 7.95 liters/second. Moreover, the daily water consumption for high-intensity work is 11.96 liters/second. So we calculated and estimated the reservoir volume is 17.45 m3 with a building length of 4.8 m, a width of 2.4 m., and a height of 1.50 m with the results of 28×14 meters.
Perencanaan Pengolahan Limbah Air Wudhu di Masjid Al-Mu’minin Kota Kendari dengan Menggunakan Filtrasi Sederhana Muh. Anggi Pramoto; Moch. Assiddieq; Rosdiana Rosdiana
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

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Abstract

The large number of Muslim populations in Indonesia cannot be separated from religious activities, one of which is prayer. Before performing prayers, a Muslim first performs ablution using water. With this activity, it will produce a large amount of wastewater in the Al-Mu'minin mosque itself, which can produce ablution water waste of 685.1 L/day with the results of laboratory tests carried out on the quality of groundwater pH 7.84, TSS 38.8 mg/L and turbidity. 6.40 NT in the analysis of the quality of ablution water waste showed that it had exceeded the quality standard, namely TSS 68 mg/L and turbidity was 5 NTU, while the analysis of filtered ablution water waste showed a decrease in levels, namely pH 7.55, TSS 18.70 mg/L and turbidity 3.18 NTU. From the calculation results, the volume of wastewater produced by the mosque is 0.6851 m3/day using a treatment unit in the form of an initial sedimentation tank which has a volume size (Length = 84 cm, Width = 76 cm and Height = 101 cm), a simple filter using media in the form of (Gravel, Sand, Palm Fibers, Charcoal and Sponge) each has a height of 15 cm and the final reservoir has a volume (Length = 84 cm, Width = 76 cm and Height = 101 cm).
Perencanaan Sumur Resapan Air Hujan di Masjid Al Mu’minin Kota Kendari Wahyu Lestari; Rosdiana Rosdiana; Moch. Assiddieq
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

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Abstract

Development that does not pay attention to land use and long duration of rain with high intensity can make the houses of residents around the Al Mu’minin mosque flooded due to its low topography, so that infiltration wells are needed to reduce runoff. In this study, what was carried out was to plan the design of infiltration wells that can be used in the Al Mu’minin mosque based on the results of calculations for the rainfall intensity in the area of 28,60 mm/hour, runoff discharge of 4,92 m3/hour, the permeability value obtained was 8,00 cm/hour, so that the design size of the infiltration well design for a depth of 2 meters with a diameter of 1,8 meters. With this infiltration well, it is hoped that it will reduce runoff from rainwater that is inundated by being accommodated to increase the quantity of ground water.
Analisis Konsentrasi Total Suspended Particular (TSP) pada Udara Ambien di Ruas Jalan Pangeran Diponegoro Kota Kendari Adi Putra; Ilham Ilham; Sumarlin Sumarlin
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

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Abstract

Air pollution is one of the problems faced by both developing and developed countries. more than 90% of people in developing countries live in environments with ambient air conditions that are unhealthy to breathe. The increasing number of two-wheeled and four-wheeled vehicles from year to year triggers congestion and causes air pollution, one of the roads that is crowded with two- and four-wheeled vehicles in Kendari City, namely Pangeran Diponegoro street. This study aims to determine the concentration of total suspended particulate (TSP) on Pangeran Diponegoro street, Kendari City and the amount of traffic volume at an interval of three measurements in one day at a predetermined location. The results obtained are the concentration of Total Suspended Particulate in ambient air at Jalan Pangeran Diponegoro, Kendari City within an interval of three measurements in one day, namely at 08.30-09.30 WITA, at 11.30-12.30 WITA, and at 14.30-15.30 WITA. laboratory test results obtained in the morning at 28°C, during the day the results were obtained with a temperature of 32°C, and in the afternoon the results were obtained with a temperature of 29°C which still meets the PP RI standard No. 22 of 2001 and the results of calculating the volume of vehicles in three intervals, namely in the morning at 08.30-09.30 WITA, the number of vehicles is 1480 units/hour, in the afternoon at 11.30-12.30 WITA, 1284 units/hour are obtained, and in the afternoon at 11.30-12.30 WITA. at 14.30-15.30 WITA with the number of vehicles as much as 1523 units/hour.
Analisis Emisi Gas Rumah Kaca (CO dan N2O) di Pelabuhan Penyeberangan Torobulu Konawe Selatan (Studi Kasus : Akibat Arus Mudik Lebaran Tahun 2017-2021) Anal Pranata; Sumarlin Sumarlin; Eka Dian Srikandi
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

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Abstract

The results showed that the number of vehicles that passed in the South Konawe Torobulu ferry port area was 9686 vehicles during the eid homecoming flow based on 2017 and the minimum number of vehicles that crossed as many as 3596 vehicles during Eid homecoming in 2020, for the total load of CO emissions generated according to the type of vehicle the most The amount produced is 93,010,624 (g/month/km) for 2020 and for the total load of N2O emissions produced which are differentiated according to the type of vehicle, the largest produced is 40,695,872 (g/month/km) 2017 date. The CO load produced is according to the type of vehicle, the largest produced is 0.09 (tons/month) in 2021 date and for the N2O emission load is produced according to the type of vehicle, the largest is 0.0601 (tons/month) in 2018 date. The results of the analysis using Quantum GIS that the Green Open Space at the South Konawe Torobulu ferry port with an area of ​​52 .299 m2 of which there is tree cover vegetation with an area of ​​11,394 m2 and ornamental plant vegetation with an area of ​​2810 m2, with the ability to absorb 151,560208 kg/hour, for this reason, it is necessary to add 1.65 hectares to be able to absorb Green Open Space, so that vehicle CO2 emissions due to The resulting Eid homecoming flow can be absorbed more optimally.
Perencanaan Sistem Penyediaan Air Minum (SPAM) di Desa Komba-Komba Kecamatan Kabangka Kabupaten Muna La Riamin; Ilham Ilham; Moch. Assiddieq
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

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Abstract

Komba-Kamba village is one of the coastal villages in Kabangka District, Muna Regency. Based on BMKG rainfall data in Bau-Bau City in 2015, the water source used in the village experienced a drought due to the dry season which was different from the previous year. One alternative to meet the needs of the community is to utilize the Fotuno Sangia River which is ± 4.7 km from the coast as a source of clean water. The Fotuno Sangia River has a discharge of 2000 L/s with water quality not exceeding the clean water quality standards. In Komba-Kamba Village, a Drinking Water Supply System (DWSS) will be planned as an effort to meet the community's water needs until 2031 by utilizing the Fotuno Sangia River as a water source. The total population is calculated using the geometric method so as to produce a projected population of 1397 people in 2031, with 70% of the clean water needs served, which is 88.99 m3/day. the intake useful capacity volume is planned to be 1.5 m3. The volume of water entering the intake is 36 L/s. The pump used has a capacity of 4.12 L/s with a duration of 6 hours to produce a pump of 88.99 m3. The pipe used for water distribution is a 4-inch diameter PVC pipe, with a water velocity in the pipe of 0.51 m/s. The volume of the useful capacity of the reservoir building is planned at 72 m3 based on fluctuations in water use/hour.
Status Kualitas Air Sungai Sekitar Lokasi Pertambangan Nikel di Kecamatan Langgikima Kabupaten Konawe Utara Abriansyah
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

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Abstract

Konawe Utara is one of district in Southeast Sulawesi has nickel potential so that several mining companies have invested in this area. Nickel mining activities have had both positive and negative impacts. One of the visible impacts is the decline in river water quality. One of the rivers located in Langgikima Subdistrict which is adjacent to several nickel mining locations is the Molore River in Molore Village. Determination of the water quality status of the Molore River by conducting laboratory analysis of Molore River water samples on the parameters of Physics, Chemistry, Heavy Metals, and microbiological parameters. The purpose of this study was to determine the status of water quality. The method used in this study is a purposive sampling method by using the calculation of the water pollution index at the sampling location for three consecutive months. Determination of water quality status using the pollution index method according to the Minister of Environment Decree 115/2003. Based on the results of laboratory analysis, most of the parameters are still below the required quality standards. The calculation of the Pollution Index shows that the water quality status of the Molore River is included in the lightly polluted category with a value range of 1.71-2.71. The strategy for controlling river pollution can be conducted by reducing the pollution load, namely by cooperation between the community and mining companies in managing the river environment and it is necessary to carry out good management of the sediment pond at the mining site.
Analisis Pencemar PM10 Pada Udara Ambien Akibat Aktivitas Kendaraan Bermotor : (Studi Kasus: Jalan Poros Puuruy-Morosi, Desa Puuruy, Kecamatan Morosi, Kabupaten Konawe) Nanda Nurhalifa; Ilham Ilham; Sumarlin Sumarlin
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 2 (2022): Edisi Desember Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

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Abstract

Indoor and outdoor air pollution (indoor and outdoor pollution), Dust is often used as an indicator of environmental pollution indicating the level of danger to the environment, Particulate Matter PM10 is one of the air pollutants classified as primary pollutant, Pollutants Released Directly into Air from Pollution Sources Such as motor vehicle activity. PM10 particulate matter levels were measured using an Air Quality Monitor. This study shows the concentration of PM10 on Jalan Poros Puuruy Morosi in the morning reached 51.63 g/Nm3, 39.91 g/Nm3, and was still in safe levels for humans. However, in the afternoon the concentration of PM10 particulate matter increased and reached 97.83 µg/Nm3 exceeding the quality standard of 75 µg/Nm3.

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