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PEMBERDAYAAN MASYARAKAT MELALUI PENERAPAN TEKNOLOGI KARBONASI SAMPAH ORGANIK UNTUK MENGATASI PERMASALAHAN LINGKUNGAN DAN ENERGI DI BOYOLALI Danar Susilo Wijayanto; Deni Andriyansyah; Siti Nurrohmah; Latifah Nurul Q.; Wijayasari D.W. Wijayasari D.W.; Krisnawan Suko Raharjo; Abdul Aziz Nur R.; Erni Latifah W; Susy Ermawaty; Athia Tamyizatun N; Amin Marlinda C.
Jurnal Ilmiah Pendidikan Teknik dan Kejuruan Vol 6, No 1 (2013)
Publisher : Fakultas Keguruan dan Ilmu Pendidikan Universitas Sebelas Maret Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/jiptek.v6i1.12512

Abstract

KKN-PPM program objectives are : (1) Increase awareness and empathy students to weak economy community problems, resulting in a change in behaviour of students, intuitions and the target group, in this case is the Dibal village community by KKN-PPM programs, (2) Solve environmental problems caused by waste in the Dibal village and create a clean and comfortable environment with environmentally concious socialization and support go green movement, (3) Implementing technology carbonated organic waste into bio-briquettes as an alternative fuel in Dibal village.KKN-PPM activities carried out with of continuous activities series, namely : (1) disseminasion to Dibal community, (2) Procurement of bio-briquette maker equipment : carboning drum, pail, smoothing tool/sieve/strainer, mixer, bio-briquette mold machine, and stove, (3) Training how to make bio-briquette, (4) training how to use bio-briquette.The program implementation results are : (1) Dibal community continuosly able to utilize waste into environmental issues as an alternative fuel through pyrolysis combustion technologies such as bio-briquette, (2) Establishment of the independence of the target communities in managing organic waste into alternative fuel bio-briquette, (3) Dibal villagers applying bio-briquette as an alternative fuel.
PERANCANGAN DAN ANALISIS PERFORMA POMPA HIDRAM UNTUK MEMENUHI KEBUTUHAN AIR BERSIH DI DUSUN BELANG TLOGOLELE SELO BOYOLALI Deni Andriyansyah; Yuyun Estriyanto; Danar Susilo Wijayanto
Jurnal Ilmiah Pendidikan Teknik dan Kejuruan Vol 7, No 1 (2014)
Publisher : Fakultas Keguruan dan Ilmu Pendidikan Universitas Sebelas Maret Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/jiptek.v7i1.12666

Abstract

This research aimed to: (1) determine the daily water needs of Belang population, (2) designinghydram pump installation based on water needs and geographical conditions of Belang village, (3) study theperformance and efficiency of the hydram pump, (4) study the role of the hydram pump to fulfill the dailywater needs of Belang population. This study was based on Research and Development (R & D). Itdeveloped hydram pump installation to fit the topography of Belang village so it can work optimally. Thepump was tested by varying waste valve length at 20 mm, 25 mm, 30 mm and 35 mm; and waste valve ballastat 0 grams, 250 grams, 500 grams and 750 grams. Data collection was performed three times for eachvariation. Hidram pump performance was determined by the efficiency and the volumetric discharge of waterproduced during the pump operation. Hydram pump was designed based on standard of the daily waterneeds which reachs 13650 liters/ day for 195 Belang’s people. In this study, hydram pump has someparameters. They are 4,5 meters of supply height, 80 meters of delivery height, 4 inches of pump bodydiameter and 1 inch of delivery pipe. Based on the tests that have been conducted, the highest efficiency ofthe hydram pump shown at 30 mm of waste valve length and 250 grams of waste valve ballast (η = 0.486652,q = 6.746969 L / min). The maximum volumetric discharge was presented at 35 mm of waste valve lengthand 750 grams of waste valve ballast (q =7.522211 L / min, η = 0.380989). Hydram pump performancecould fulfill the water needeed in Belang Village until medium term maintenance level. They could use thewater for drinking, cooking, bathing, washing, until cleaning home by 9750 liters/ day.