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Program Studi Teknik Lingkungan Fakultas Teknik, Universitas Batanghari Jambi Jl. Slamet Ryadi, Broni-Jambi, Kodepos: 36122
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Jurnal Daur Lingkungan
Published by Universitas Batanghari Jambi
ISSN : -     EISSN : 26151626     DOI : http://dx.doi.org/10.33087/daurling
Core Subject : Engineering,
Control & Systems Engineering
Jurnal Daur Lingkungan is a scientific journal published regularly twice a year in February and August by Program Studi Teknik Lingkungan Universitas Batanghari (Department of Environmental Engineering, Univesity of Batanghari). Jurnal Daur Lingkungan is published media for research results of environmental engineering field focusing on environmental management and pollution controll such as latest idea, concept and technology. These results are published in such an original scientific articel and a review. Submitted manuscript must be original, no plagiat and unpublished. Manuscript is submitted online via Open Journal System (OJS), must follow author guideline and writting template. All submission will be blind reviewed by qualified reviewers in their field.
Arjuna Subject : Teknik (semua kategori) - Teknik Kontrol dan Sistem
Articles 7 Documents
 1 
Search results for , issue "Vol 3, No 1 (2020): Februari" : 7 Documents clear
Pemanfaatan Limbah Udang (Kitosan) Sebagai Koagulan Alami Dalam Penurunan Parameter Air Gambut Siti Umi Kalsum; Indro Indro
Jurnal Daur Lingkungan Vol 3, No 1 (2020): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/daurling.v3i1.35

Abstract

Rantau Karya Village is a coastal area of Tanjung Jabung Timur with a shallow peat depth of 1-2 meters and a medium depth of 3-4 meters that has peat water as a source of community life water and has potential marine resources such as shrimp. Shrimp waste that is not utilized by the community, as absorbance material in peat water treatment. This research conducted an experiment utilizing shrimp waste which, was transformed into chitosan as a natural coagulant in the process of peat water treatment. The method used is an experimental method and laboratory scale. The purpose of this study is to utilize shrimp waste into chitosan as a natural coagulant in reducing peat water parameter values and determining the optimum dose of chitosan in reducing peat water concentration. The results showed that chitosan shrimp waste could be used as a natural coagulant in the process of peat water treatment by raising the pH parameter values in peat water, reducing the color, iron, manganese, organic substances. The optimum dose obtained was a pH parameter of 400 mg / l with a percentage increase of 75%, color 100 mg / l with a decrease of 49.52%, iron 500 mg / l percentage of 85.44%, manganese 100 mg / l 49.52% and organic matter 100 mg / l percentage 73.49%.
Desain Gambar Teknis IPA Kapasitas 20 Liter/Detik Anggrika Riyanti; Mitra Edyatma; Marhadi Marhadi
Jurnal Daur Lingkungan Vol 3, No 1 (2020): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/daurling.v3i1.40

Abstract

Meeting the need for clean water is very necessary, especially in remote areas, or areas that are difficult to get water that is suitable for consumption. Clean water treatment, in order to meet the needs of customers where the installed capacity is often used in rural areas or small cities, namely WTP 20 L / sec. To plan a 20 L / sec IPA it is necessary to calculate first, which is usually prepared by the government through the Indonesian National Standard, its function after calculating so that an IPA 20 L / sec unit is obtained, and can determine the budget plan. This study aims to make a picture of the operating units of the IPA capacity of 20 L / sec with the calculation standard of SNI SNI 7507-concerning Complementary Building Specifications for Water Treatment Installation Units, and SNI 19-6774-2002 for planning procedures for water treatment installation package units. Includes calculation of intake, pre-sedimentation facilities, coagulation treatment processes, flocculation, sedimentation, and filtration, disinfectants and reservoirs, so that later they can be applied especially in rural areas or small cities in order to obtain clean water that is suitable for consumption.
Pengaruh Sanitasi dan Konstruksi terhadap Kualitas Sumur Gali di Desa Sembubuk Kecamatan Jambi Luar Kota Kabupaten Muaro Jambi Dirga Rangga Malindo; G M Saragih; Anggrika Riyanti
Jurnal Daur Lingkungan Vol 3, No 1 (2020): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/daurling.v3i1.36

Abstract

Efforts to monitor and supervise the quality of dug well water is an important part in meeting the need for clean water. This study is to determine the effect of sanitation and dug well construction on well water quality. Samples of well water quality were taken at wells with poor and poor sanitation and construction conditions based on SNI 03-2916-1992 concerning Dug Well Specifications. Water quality analysis was carried out in Jambi Province Regional Laboratory in accordance with Permenkes 32 of 2017 concerning About the environmental health quality standards and water health requirements for the needs of Sanitary Hygiene, Swimming Pool, Solus per Aqua, and Public Baths. Sanitation inspection to see the level of pollution risk refers to Permenkes Number 736 of 2010 concerning Management Procedures for Drinking Water Quality at dug well facilities. Laboratory test results show that wells with good sanitation and construction have good water quality compared to wells with poor sanitation and construction. However, both water quality samples still meet the Minister of Health Regulation 32 of 2017. Based on the results of sanitation inspection in the field as many as 63% of wells have a high level of pollution risk (High TRP), most of the dug wells have problems in their construction, to reduce the level of risk of dug well pollution needs improvement construction. In the planning and preparation of the Budget Plan for repairs to construction required a fee of Rp. 1,057,703,764, - these costs refer to Minister of Public Works Regulation No. 11 / PRT / M / 2013 Concerning guidelines for unit price analysis in the field of public works and repair of dug wells in accordance with SNI 03-2916-1992 Dug Well Specifications for Drinking Water Sources.
Evaluasi dan Optimalisasi Instalasi Pengolahan Lumpur Tinja (IPLT) Talang Bakung Jambi Reynaldo Purba; Monik Kasman; Peppy Herawati
Jurnal Daur Lingkungan Vol 3, No 1 (2020): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/daurling.v3i1.41

Abstract

Jambi City has sewage treatment, namely Talang Bakung IPLT. The processing system in Talang Bakung IPL uses a pond system consisting of mud separator, anaerobic ponds, facultative ponds and maturation ponds and sludge drying tanks. This study aims to determine the performance and effectiveness of processing units in existing conditions and planning. The evaluation was carried out at each Talang Bakung installation unit (IPLT) on the performance of the processing unit and the processing quality of the inlet namely the mud separator unit to the maturation pond as the last processing unit under existing conditions (2017). Parameter checking in this study refers to LHK PERMEN No. 68 of 2016 concerning quality standards for domestic wastewater, namely pH, BOD, COD. TSS, Oil and fat, ammonia and Total Coliform. From the results of research, discussion and analysis, and referring to the research objectives, it can be concluded that: (1) there is still unused capacity (iddle capacity), (2) the design of Talang Bakung IPLT processing units is in accordance with design criteria, ( 3) the effectiveness of decreasing BOD, COD and TSS in each processing unit and overall > 60%, (4) the concentration of pH, oil and fat, ammonia and total coliform decreased > 80% and already below the quality standard.
Analisis Kemampuan Ruang Terbuka Hijau Dalam Menyerap Sisa Emisi Karbon (Studi Kasus: Hutan Kota Muhammad Sabki Kota Jambi) Muhammad Fajar; G M Saragih; Soni Pratomo
Jurnal Daur Lingkungan Vol 3, No 1 (2020): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/daurling.v3i1.37

Abstract

Muhammad Sabki City Forest is one of the urban forests that is used as Green Open Space in Jambi City, one of the functions of urban forests is absorbing CO2 gas emissions, the analysis carried out in the forest city of Muhammad Sabki in Jambi is to find out how much CO2 emissions remaining by determining tree canopy / cover points consisting of 3 measurement locations, measurements carried out in the morning, afternoon and evening where location I with tree canopy / cover is rarely obtained on average the remaining emis of CO2 produced for 1 week at in the morning at 420.762 ppm, during the day 403.057 ppm, and in the afternoon at 409.038 ppm, while at location II with density / medium tree cover, in the morning it was 420.610 ppm, during the day 401.762 ppm, and in the afternoon 409,210 ppm, then at the location of point III in the morning it was 420,429 ppm, during the day 402,981 ppm and in the afternoon 414,638 ppm. Where is the average residual CO2 emissions produced? an annual 0,150 (tons / year) this shows that it is still in accordance with the criteria for quality standards for air quality so that the city of Muhammad Sabki Jambi City still has good quality in absorbing residual CO2 emissions generated from activities or activities of humans and other living things.
Ketersediaan Ruang Terbuka Hijau (RTH) Taman dan Hutan Kota di Kota Jambi Marhadi Marhadi; Hadrah Hadrah
Jurnal Daur Lingkungan Vol 3, No 1 (2020): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/daurling.v3i1.38

Abstract

Green open space functions as a supporter and enhancer of the value of quality in the environment and culture of the city so that it can be allocated and shaped in its use in accordance with its needs and interests, Jambi City Regional Regulation No. 9 of 2013 concerning the Spatial Planning for the Jambi City Region in 2013-2033. Jambi City with an area of 205.38 km² requires minimum public green open space of 4,107.60 ha and private green open space of at least 2.05.38 ha. Based on DLH data from Jambi City. In 2017, the City of Jambi still lacked 2,220.13 ha of public green space and 774.36 ha of private green space, the research objective identifying the extent and availability of urban parks and forests based on population and water demand approach. The research method uses data analysis criteria identifying the needs of parks and urban forests, population and water consumption. Identify the number and extent of urban parks and urban forests as many as 45 city parks and 2 urban forests in Jambi City and the largest urban parks are in the youth arena park located in Kota Baru District with an area of 2,008 ha, public open space city parks and urban forests jambi has a total area of 72,922 ha. The required green space in Jambi City is 4,107.6 ha, it is obtained that the area of public green space identified is only about 1.77% of the total area of the city. The needs of urban forest area based on the water approach that requires land until 2028 covering an area of 5,614.47 ha are less fulfilled, because the total available land is 58 ha with potential land of 79.85 ha, only 94.32 ha has been developed, but it can only meet the needs of the area of urban forests based on the water approach only in 2018 of 2,495.32 ha
Analisis Kebutuhan Ruang Terbuka Hijau sebagai Penyerap Gas CO2 (Studi Kasus: Kecamatan Telanaipura Kota Jambi) Mebby Suwarna; G M Saragih; Soni Pratomo
Jurnal Daur Lingkungan Vol 3, No 1 (2020): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/daurling.v3i1.39

Abstract

The purpose of this study is to measure the amount of actual CO2 emissions released by the activity, calculate the amount of CO2 emissions that can be absorbed by green space and determine the amount of green space needs in Telanaipura and Simpang IV Sipin. This research uses qualitative research. The sample of this research is CO2 concentration. The results of CO2 measurements conducted in this study averaged 440,071 ppm on the first day, 436,2791 ppm on the second day, 439,847 ppm on the third day, 420,431 ppm on the fourth day, 439,467 ppm on the fifth day, 435,533 ppm on the second day sixth day and 431,884 ppm on the seventh day. Based on data processing results from Spot 7 Satellite Imagery, the amount of CO2 emissions that can be absorbed by vegetated land cover is 35,621.6 tons / year. Based on the calculation results using BAPPEDA Jambi City the amount of CO2 emissions that can be absorbed by green space is 3,645.6 tons / year. The number of green open space needs in Telanaipura and Simpang IV Sipin sub-districts, Telanaipura sub-district is based on Image Spot 7 data processing and calculations using the green space requirements formula is -62.5 Ha. Where these results mean based on the current situation, still has an excess of 62 hectares of green space. Then based on BAPPEDA Jambi City data the calculation uses the green space requirement formula of -6.4 Ha. Where these results mean based on the current situation, still has an excess of RTH of 6.4 Ha.

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