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STUDI PARAMETER BAKTERIOLOGI DI AIR SUNGAI ANAK SUNGAI DAS MARAM DAN DI SUMUR GALI SEKITARNYA DI KOTA JAMBI. Guntar Marolop Saragih
Jurnal Ilmiah Universitas Batanghari Jambi Vol 14, No 2 (2014): Juli
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (121.917 KB) | DOI: 10.33087/jiubj.v14i2.277

Abstract

River which crosses the city that is also used by the inhabitants as a waste dump domestic and non-domestic waste, will make the quality is not in accordance with the quality standard. Similarly, if there dug wells around the river, the water can be affected by pollutants that exist in the river. One river that is in the middle of the city of Jambi is a tributary of the Maram watershed upstream on the road HOS Tjokroaminoto and enter the Batanghari river downstream. As a result of the activity of the surrounding population and environment sanitation is not good, visually creeks water quality Das Maram looks have been contaminated as indicated by the dark brown color, cloudy and smelly. To find out how much contamination, including E. coli and Coliformnya, we conducted laboratory tests. Including laboratory testing of existing wells dug around creeks. By knowing the parameters of physical, chemical and microbiological parameters of the E. coli and Coliform Das Maram creeks and wells dug in so that local people can react positively   E. coli and coliform in the creeks Das Maram and dug wells around in the water above a predetermined quality standards. In water that is creeks Das Maram 2,300 MPN/100 ml for E. coli in the upstream and 3,110 MPN/100 ml in the lower reaches of creeks Das Maram. Coliform value of 3,100 MPN/100 ml for both upstream and downstream 4,300 MPN/100 ml. Microbiological parameters in dug wells showed in AB-1 and AB-2 in E. coli value of 20 MPN/100 ml. Coliform values in AB-1 at 70 MPN/100 ml and in the AB-2 by 90 MPN/100 ml.Keywords: bacteriology E. Coli, Coliform, creeks, wells dug.
Perencanaan Pengelolaan Sampah Pasar Pelita SK 17 Desa Bangun Karya Kecamatan Rantau Rasau Kabupaten Tanjung Jabung Timur Jonyyus Adi Putra; Guntar Marolop Saragih; Marhadi Marhadi
Jurnal Daur Lingkungan Vol 1, No 2 (2018): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (589.09 KB) | DOI: 10.33087/daurling.v1i2.13

Abstract

Management is a systematic, thorough and continuous activity which includes the reduction and handling of a substance or an object. Garbage is a remnant of human daily activities or natural processes shaped solid. This research is a research that aims to calculate waste generation and plan waste management in the SK17 lamp market planned for the next 10 years. The population in this study is all traders and settlements that exist in the market of Lamp SK 17 Bangun Karya Village, while the sample is the pedangang and the community around the market. Garbage generation for traders is 11, 875 liter / lapak / hari, shop 2,578 ltr / org / hari, settlement 0,969 ltr / org / hari. The volume of waste for 2016-2026 projected pedestrian street 926.25 ltr / day, store 959,016 ltr / day, settlement 2273,274 ltr / day. For Pelita SK 2015-2026 waste market planning requires 50 liters of organic reserves of 26 units for traders, 20 liters 93 units for settlements and 31 units for shops. Inorganic garbage collection is 26 units for traders stalls, 31 units for shops and 93 units for settlements each measuring 20 liters. Wastewater residual waste measuring 20 liters for traders' shanties amounted to 26 units, shops 31 units and settlements 93 units. Garbage B3 / B2 found only in the source of waste settlements, for waste b3 waste / B2 using bins measuring 20 liters amounted to 93 units.
Tinjauan Limbah Cair Mall Jambi Town Square PT. Temas Alvindo Jambi Guntar Marolop Saragih
Jurnal Daur Lingkungan Vol 1, No 2 (2018): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (821.145 KB) | DOI: 10.33087/daurling.v1i2.14

Abstract

Mall of Jambi Town Square (Jamtos) PT. Temas Alvindo uses Biofilter Anaerob-Aerob to do treatment for its wastewater used consisting of 1. Inlet (grease trap); 2. Primary basin; 3. Sludge basin; 4. Equalization tank; 5. Polishing;  6. Biodetox; 7. Clarifier basin; 8. Clorination; 9. Effluent. This installation capacity for wastewater is 120 m3 per day, meanwhile total of wastewater from its activities in a day is 43 m3. Some parameters of wastewater in inlet which is still above the limit concentration of standard regulation were BOD5 804 mg/L; COD 2.078 mg/L; TSS 479 mg/L and Total Coliform 4.100. The parameters concentration of outlet does not meet the threshold limit value in standard regulation, which were BOD 423 mg/L; COD 1.054 mg/L; TSS 32 mg/L and Total Coliform 3.100. However, oil and grease; ammonium and pH were below the threshold limit value.