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Assiddieq, Moch.
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Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Engineering Environmental Science

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Perencanaan Bangunan Penangkap Air Baku Sistem Penyediaan Air Minum (SPAM): (Studi Kasus Sungai Lambute, Kecamatan Abuki, Kabupaten Konawe, Sulawesi Tenggara) Putranata, Irfan Najib; Assiddieq, Moch.; Adami, Aryani
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 6 No. 1 (2026): Edisi Juni Tahun 2026 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51454/teluk.v6i1.1623

Abstract

This study examines the planning of a raw water catchment structure for the drinking water supply system (SPAM) of IKK Abuki, Konawe Regency. The problem in this study is that the existing intake of SPAM IKK Abuki was damaged due to flooding and the existing system uses pumping which requires high operational costs, therefore it is necessary to plan a raw water catchment structure in another location that is more effective. The purpose of this study is to obtain raw water sources in other locations that meet the quality and quantity requirements and to obtain a design for a raw water catchment structure. The method used to determine the quality of raw water is by bringing raw water samples to the laboratory for testing while for water quantity using the floating object method and current meter tools, for the design of the raw water catchment using literature studies, field measurements and autocad software. The results of this study indicate that the quality of the raw water source in the Lambute River meets the requirements for raw water sources with the characteristics of odorless, tasteless, color 5 TCU, TDS 30 mg/L, turbidity 10.5 NTU, temperature 27°C, pH 8.39, DO 5.35 mg/L. Meanwhile, for the quantity, the water discharge results obtained using the floating object method were 89 L/sec. and the current meter method was 27 L/sec., for the clean water needs of Abuki District in the next 10 years it requires 25.60 L/sec. so that the Lambute River discharge is sufficient to be used as a raw water source. The design of the raw water catchment has dimensions of 1.5 m in length, 1.5 m in width, and 1 m in height.
Perencanaan Instalasi Pengolahan Limbah Cair Rumah Sakit Aliyah 3 Kota Kendari Suwardi, Suwardi; Ndibale, Wa; Kotta, M. Husni; 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 : Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51454/teluk.v1i1.500

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.
Perencanaan Sistem Pemanenan Air Hujan (Rainwater Harvesting) di Masjid Al Mu’minin Kota Kendari Rizky, Septina; Ilham, Ilham; Assiddieq, Moch.
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51454/teluk.v2i1.510

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.
Perencanaan Pengolahan Limbah Air Wudhu di Masjid Al Mu’minin Kota Kendari dengan Menggunakan Filtrasi Sederhana Pramoto, Muh. Anggi; Assiddieq, Moch.; Rosdiana, Rosdiana
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51454/teluk.v2i1.512

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 Lestari, Wahyu; Rosdiana, Rosdiana; Assiddieq, Moch.
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51454/teluk.v2i1.513

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.
Perencanaan Sistem Penyediaan Air Minum (SPAM) di Desa Komba Komba Kecamatan Kabangka Kabupaten Muna Riamin, La; Ilham, Ilham; Assiddieq, Moch.
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 1 (2022): Edisi Juni Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51454/teluk.v2i1.516

Abstract

Komba-Komba 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.
Analisis Parameter Karbon Monoksida (CO) dari Aktivitas Transportasi di Sekitar Industri Pertambangan Nikel: Studi Kasus: Jalan Poros Puuruy-Morosi, Desa Puuruy, Kecamatan Morosi, Kabupaten Konawe Ashar, Muhammad; Sumarlin, Sumarlin; Assiddieq, Moch.
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 2 (2022): Edisi Desember Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51454/teluk.v2i2.530

Abstract

Outdoor air contamination comes from a moving source of smoke and smoke from burning vehicles such as motorcycles, cars, buses, trucks. Morosi subdistrict is an industrial area who populated by several mineral purification companies. The company certainly has considerable human resources, in which many workers use vehicles to optimize work time. Worker mobility becomes a contributor to increased burning, leftover air pollution from the transport known as carbon monoxide. Monitoring the number of carbon monoxide (CO) pollutants will be necessary in view of future effects. The CO Level measures were performed with a measuring procedure referring to the Indonesian National Standard is 19-7117.10-2005, in use of portable carbon monoxide meters. This research indicated at the morning concentration levels of gas CO on the axle road Puuruy-Morosi reached 8000 μg/Nm3 and by midday it reached 5000 μg/ nm3 and the CO concentration it’s still safe for human. But in the afternoon the CO concentration increased and reached 15000 μg/Nm3 exceeds the air quality standard of 15000 μg/Nm3.
Analisis Kandungan Kualitas Air Laut Pantai Wisata Batu Gong Untuk Wisata Bahari Kecamataan Lalonggasumeeto Kabupaten Konawe Asmita, Asmita; Assiddieq, Moch.; Ndibale, Wa
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 2 (2022): Edisi Desember Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51454/teluk.v2i2.532

Abstract

Indonesia is a developing country that actively leads development in all areas of life, one of which is the economic sector. Economic development in Indonesia is growing rapidly along with the advancement of information systems that are rapidly changing with the times. With the increasing pace of development. Therefore, this study was conducted aiming to determine the quality of sea water at Batu Gong beach, Lalonggasumeeto District, Konawe Regency in terms of physical, chemical parameters and analyze the suitability of marine tourism on Batu Gong beach, Lalonggasumeeto District, Konawe Regency in terms of water quality. The results of this study are the Batu Gong beach area on three water quality parameters that exceed the sea water quality standard for marine tourism quality standards in accordance with the Decree of the Minister of the Environment number 51 of 2004, namely the brightness at 15.00 which 2nd exceed quality standards. the temperature at 10.00 is 24°C, at 12.00 it is 26°C, at 15.00 it is 27°C exceeding the quality standard. TSS at 10.00 is 2486.66 TSS at 12.00 is 2506.66 TSS at 15.00 is 3093.33 exceeds the quality standard and in the coastal waters of Batu Gong does not exceed the sea water quality standard for marine tourism in accordance with the Decree of the Minister of the Environment number 51 of 2004.
Analisis Parameter Sulfur Dioksida dari Aktivitas Transportasi di Sekitar Industri Pertambangan Nikel: Studi Kasus: Jalan Poros Puuruy-Morosi, Desa Puuruy, Kecamatan Morosi Kabupaten Konawe Rusliaddin, Rusliaddin; Assiddieq, Moch.; Sumarlin, Sumarlin
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 2 No. 2 (2022): Edisi Desember Tahun 2022 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51454/teluk.v2i2.536

Abstract

Ambient air pollution outside the outdoor environment comes from moving sources, namely exhaust fumes from incompletely burned vehicles such as motorcycles, gasoline cars, diesel cars, Morosi District is an industrial area that accommodates several large companies engaged in energy and mineral purification, so that these companies will accommodate human resources. In this case, of course, many workers use motorized vehicles to optimize working time. The mobility of workers is a contribution to air pollution, especially air resulting from the use of motorized vehicles known as Sulfur Dioxide (SO2). Efforts to monitor the amount of SO2 need to be carried out considering the impact that will arise in the future.The measurement of SO2 concentration was carried out using a measurement procedure method that refers to SNI 19-7117.10-2005, using Impingger. In the morning, afternoon and evening measurements the concentration of SO2 gas reached 50.60 g/m³, 41.80 60 g/m³, and in the afternoon 72.10 g/m the concentration of SO2 was still safe for life and the environment because it did not exceed the quality standard. which is 150 ug/m³.
Studi Timbulan, Komposisi dan Potensi Daur Ulang Sampah di Kompleks Perumahan BTN Gemilang 2 Residence Saputra, Dwi; Ndibale, Wa; Assiddieq, Moch.
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 3 No. 1 (2023): Edisi Juni Tahun 2023 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51454/teluk.v3i1.542

Abstract

The Watubangga Subdistrict is the second most densely populated area in the Baruga District. However, the sanitation and waste management in the subdistrict are still inadequate. Waste management facilities and waste collection points in the area need to be improved. BTN Gemilang 2 Residence, which is part of the subdistrict, was selected as the research and sampling location. It consists of 62 Type 36 buildings occupied by approximately 162 residents, and it is expected to experience an increase of around 148 residents. This research aims to analyze the generation, composition, and recycling potential of waste in the residential area. Data were obtained through sampling in the residential area, which were then measured and analyzed. The analysis involved sorting the waste into eight components and determining the recyclable waste potential. The research results indicate that the daily waste generation in the residential area amounts to 41.85 kg. Food waste is the most dominant component, followed by hazardous waste, plastic, paper, glass, textiles, and metal. The recycling potential of the waste is estimated to be 57.7% of the total waste generated, consisting of PET and PP plastics, bond paper, glass, metal, and food waste. This research is expected to provide valuable information and data for policy-making and stakeholders involved in waste management in the residential area.
Co-Authors Adami, Aryani Aditia, Arya Adris Ade Putra Alisain, Muhamad Almajid, Almajid Ardi, Muh. Ardiansyah Artamil, Ld. Ashar, Muhammad Asmita, Asmita Asrudin, Nooraisya dwi saputra Fauzi, Amirul Fuji Hastuti, Fransisca Herdin, Herdin Ilham Ilham Irmawati Irmawati M. Husni Kotta, M. Husni Murdi, Murdi Ndibale, Wa Pramoto, Muh. Anggi Putranata, Irfan Najib Riamin, La Rizky, Septina Rosdiana Rosdiana Rusliaddin, Rusliaddin S Sumarlin Sapitri, Asna Wulan Siti Nurhaliza Suwardi Suwardi Syaharian, Lini Tumiwa, Rivaldi Markel Wahyu Lestari Wibowo, Dwiprayogo