Claim Missing Document
Check
Articles

Found 33 Documents
Search

PERANCANGAN DAN PENGEMBANGAN MESIN PENGAHANCUR SAMPAH ORGANIK MODEL PISAU PUTAR (ROTARY) Hermawan, Yuni; Badriani, Ririn Endah; Sakharuddin, M
ROTOR Vol 5, No 2 (2012)
Publisher : ROTOR

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (217.857 KB)

Abstract

This design to make the organic garbage crusher machine which its structure can be made easy and cheap by society, and can be operated simply, moved by diesel engine 20 hp own the ability can can break the permanent organic garbage upon which compost. This activity  divisible in 2 solution framework that is technical solution framework and solution non technical. Technical Approach: approach to society of orchard Damsari by attending method/machine to processes and dissociate the garbage type so that heaping sum up the deductible garbage. Approach of non technical: approach to citizen by guiding and growing to develop the society awareness about its important keep cleaning environmental and sanitasi. From final this activity inferential that: making of organic garbage crusher machine earn the especial problems faced by group society orchard of Damsari town Sempu Banyuwangi. Making of enforceable organic garbage  Machine better as according to time plan which have been determined, Especial problems partner concerning garbage processing with the this machine attendance expected depending to on duty deductible town Sempu hygiene and created  society of self manage garbage. Result from this garbage processing machine in the form  organic garbage upon which compost of the size 2-3 cm and organic garbage process become the compost used by farmer group, so that indirectly can improve the earnings of society of orchard Damsari and permeating new labour. Keyword: crusher, organic garbage and compost.
CHARACTERISTICS OF MARSHALL ON AC-BC USE THE ANALOG AND DIGITAL TEST EQUIPMENT Aditama, Akhmad Taufik; Sulistyono, Sonya; Badriani, Ririn Endah
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 2 No 2 (2015): Prosiding Forum Studi Transportasi antar Perguruan Tinggi
Publisher : FSTPT Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The strength of the surface pavement can be seen from Marshall Characteristics using Marshall test equipment. Equipment type for Marshall Test can be analog and digital. Digital test equipment using the computer system, and minimize operator/ laboratory intervention for maximum efficiency. The reading of the data was done manually on analog test equipment, so it is very dependent on operator skill. This study examined a mixture of AC-BC using analog and digital Marshall Test equipment, to determine result of Marshall Characteristic. Methods of Marshall Test, material test, mix of bitumen and aggregate follow the guidelines in the Indonesian National Standard (SNI). Results of preliminary test obtained optimum bitumen content of 6,75%, and then the sample is made of 28 pieces (2 x 14). The analysis results of the average difference in the two shows there is no real difference in the Marshall Characteristics of the testing results using analog and digital test equipment. Estimation results of Marshall Characteristics using analog test equipment acquired: stability = + 208,26 kg, Flow = + 0,29 mm dan MQ = + 40,07 kg/mm. Digital test equipment acquired: stability = + 175,47 kg, Flow = + 0,48 mm dan MQ = + 60,93 kg/mm.
ANALISA PENGUJIAN EKSTRAKSI METODE SENTRIFUGAL DAN REFLUK PADA CAMPURAN AC-WC Karisma, Candra; Sulistyono, Sonya; Badriani, Ririn Endah
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 2 No 2 (2015): Prosiding Forum Studi Transportasi antar Perguruan Tinggi
Publisher : FSTPT Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Two methods for determining asphalt content that's usually used are centrifugal and reflux method. Both of The two methods have the same theoretical principle, but different ways to separate mixtures. Centrifugal method separating a mixture by stirring the solvent and sample mechanically, but the reflux method with evaporation. This study, conducted a study of two methods for bitumen extraction test, bitumen extraction comparing results between the two methods, and compare with bitumen content plans. Three levels of AC-WC (5,5%, 6,0% and 6,5%) are used for bitumen extraction. Results of studies using F-test approaches showed significant differences between bitumen extraction test results (reflux and centrifugal) against the bitumen content plan. Indicated by the value of Fcount > Ftable (38,447 > 3,555). While the results of comparison testing between centrifugal and reflux extraction using T-test indicated that there were differences in the test results, but not significantly. Where indicated tcount < ttable (0,997 < 2,4469).Bitumen extraction test results reflux method most closely with bitumen value plans and standard deviation between the smallest test results. However, testing of bitumen extraction methods reflux testing requires a very long time.
PERENCANAAN SISTEM PLAMBING DAN HIDRAN KEBAKARAN PADA PROYEK PEMBANGUNAN HOTEL PESONA ALAM Ivana Patricia Lilipaly; Ririn Endah Badriani; Yeny Dhokhikah
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (517.916 KB) | DOI: 10.22225/pd.10.2.2818.266-279

Abstract

Pesona Alam Hotel is one of the hotels located in the Cisarua area, Bogor. An adequate plumbing system and fire hydrant system planning are needed to support the Comfort and safety of hotel visitor activities. The Plumbing Tool Load Unit Method is used in determining the dimensions of both clean and wastewater. Isometric depiction of piping networks and determining the diameter of clean water pipes is assisted by Pipe Flow Expert software. Based on the calculation, it is found that the need for clean water per day at Pesona Alam Hotel is 230 m3/day with the required diameter of clean water pipes of 0.5", 0.75", 1", 1.25", and 2". The estimated wastewater produced is 207 m3/day with a diameter of 1.25", 1.5", 2", 2.5", 3" and 4" wastewater. Whereas for the fire hydrant system, 3 types of fire hydrants are used, namely the pillar hydrant, fire hose reel, and sprinkler. The need for clean water for fire fighting is 270 m3.
DEVELOPMENT OF CLEAN WATER DISTRIBUTION NETWORK SYSTEM IN GENTENG SUB-DISTRICT BANYUWANGI USING EPANET 2.0 PROGRAM Ayu Rahmad Jayanti; Ririn Endah Badriani; Yeny Dhokhikah
Jurnal Rekayasa Sipil dan Lingkungan Vol 3 No 2 (2019): JURNAL REKAYASA SIPIL DAN LINGKUNGAN
Publisher : Universitas Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (574.117 KB) | DOI: 10.19184/jrsl.v3i2.12366

Abstract

The clean water distribution in the Genteng Subdistrict, Banyuwangi Regency is included in the service area of the Zone 1 PDAM tile unit. The 60 liters/second reservoir discharge capacity is obtained from Sumber Umbul Sari in the Glenmore District. The distribution of clean water in Zone 1 is still less than 70% of the area served, as the installed discharge capacity is estimated to be insufficient. In order to achieve the distribution goal, a network system must be developed by adding direct debits and planning a new pipeline. The Epanet 2.0 program simplifies the calculation of pipeline networks by integrating elevation data, network maps, pipeline specification, and load. The analysis of the simulation results was conducted using the Public Works Minister's hydraulic parameter standards 2007. Planning of a distribution network and a cost budget in 2029 were done to estimate the water supply needs and budgets required. The hydraulic simulation results based on the analysis of the pressure of all joints are in accordance with the standard, while the analysis of the velocity in pipe is less standard. The need for water discharge in 2029 is 71.6 liters/second. In Kembiritan Village, the construction of distribution pipes with an additional reservoir unit was planned. The planned pipe dimensions in the development area were 25 mm at 796 meters, 50 mm at 4062 meters, and 75 mm at 1518 meters. The cost of planning a clean water distribution system in 2029 is Rp. 1,431,375,000.00. Distribusi air bersih di Kecamatan Genteng Kabupaten Banyuwangi merupakan wilayah pelayanan Zona 1 PDAM unit Genteng. Kapasitas debit reservoir sebesar 60 liter/detik berasal dari sumber umbul sari di Kecamatan Glenmore. Pendistribusian air bersih di wilayah Zona 1 masih kurang dari 70% wilayah yang terlayani, karena diperkirakan kapasitas debit yang terpasang kurang mencukupi. Untuk memenuhi target pemerataan distribusi perlu pengembangan sistem jaringan dengan penambahan debit dan perencanaan jaringan pipa baru. Program Epanet 2.0 memudahkan dalam perhitungan jaringan perpipaan dengan mengintegrasi data elevasi, peta jaringan, spesifikasi pipa dan debit. Analisis hasil simulasi menggunakan standar parameter hidrolis Permen PU 2007. Perencanaan pengembangan jaringan distribusi dan anggaran biaya pada tahun 2029 guna memperkirakan debit kebutuhan air dan anggaran biaya yang dibutuhkan. Hasil simulasi hidrolis berdasarkan analisis tekanan semua junction telah sesuai standar, sedangkan analisis kecepatan masih di bawah standar. Kebutuhan debit air tahun 2029 sebesar 71,6 Liter/detik. Pengembangan pipa distribusi direncanakan di Desa Kembiritan dengan tambahan satu unit reservoir. Dimensi pipa rencana di wilayah pengembangan digunakan diameter 25 mm sepanjang 796 m, diameter 50 mm sepanjang 4062 m dan diameter 75 mm sepanjang 1518 m. Biaya perencanaan sistem distribusi air bersih tahun 2029 sebesar Rp. 1.431.375.000,00.
PERANCANGAN DAN PENGEMBANGAN MESIN PENGAHANCUR SAMPAH ORGANIK MODEL PISAU PUTAR (ROTARY) Yuni Hermawan; Ririn Endah Badriani; M Sakharuddin
ROTOR Vol 5 No 2 (2012)
Publisher : Jurusan Teknik Mesin Fakultas Teknik Universitas Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (217.857 KB)

Abstract

This design to make the organic garbage crusher machine which its structure can be made easy and cheap by society, and can be operated simply, moved by diesel engine 20 hp own the ability can can break the permanent organic garbage upon which compost. This activity  divisible in 2 solution framework that is technical solution framework and solution non technical. Technical Approach: approach to society of orchard Damsari by attending method/machine to processes and dissociate the garbage type so that heaping sum up the deductible garbage. Approach of non technical: approach to citizen by guiding and growing to develop the society awareness about its important keep cleaning environmental and sanitasi. From final this activity inferential that: making of organic garbage crusher machine earn the especial problems faced by group society orchard of Damsari town Sempu Banyuwangi. Making of enforceable organic garbage  Machine better as according to time plan which have been determined, Especial problems partner concerning garbage processing with the this machine attendance expected depending to on duty deductible town Sempu hygiene and created  society of self manage garbage. Result from this garbage processing machine in the form  organic garbage upon which compost of the size 2-3 cm and organic garbage process become the compost used by farmer group, so that indirectly can improve the earnings of society of orchard Damsari and permeating new labour. Keyword: crusher, organic garbage and compost.
Analisis Sistem Plambing Air Bersih dan Air Buangan pada Proyek Pembangunan Integrated Laboratory for Engineering Biotechnology David Firman Sudrajat; Yeny Dhokhikah; Ririn Endah Badriani
Jurnal Rekayasa Sipil dan Lingkungan Vol 6 No 1 (2022): Jurnal Rekayasa Sipil dan Lingkungan
Publisher : Universitas Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.19184/jrsl.v6i1.20942

Abstract

When this article is written, University of Jember is conducting a development project for Integrated Laboratory Engineering Biotechnology. In building construction, good plumbing system planning is needed. For this reason, a study was carried out by comparing DED of the plumbing system with the results of calculations according to SNI 2015 based on the number of occupants. The building requires a water discharge of 550 L/minute or 792 m3/day (based on SNI 8153-2015) and 620 L/minute or 893 m3/day (based on DED Figure), while the wastewater discharge is 212 m3/day. The diameter of the clean water used ranges from 2-2.5 inches or 50-60 mm. The underground tank volume is 106 m3 and the roof tank is 40 m3. According to DED Figure, the underground tank volume is 120 m3 and the roof tank is 45 m3. The diameter of the wastewater pipe based on the minimum plumbing tool (SNI 8153-2015) ranges from 80-100 mm and the diameter of the vent pipe ranges from 80-100 mm. The calculation based on the DED Figure shows that the diameter of the exhaust pipe ranges from 100-125 mm, while the diameter of the vent pipe ranges from 80-125 mm. ABSTRAK Saat artikel ini dibuat, Universitas Jember sedang melakukan proyek pembangunan Integrated Laboratory Engineering Biotechnology yang terdiri atas 6 lantai. Dalam suatu pembangunan gedung dibutuhkan suatu perencanaan sistem plambing yang baik. Untuk itu dilakukan penelitian dengan membandingkan DED sistem plambing dengan hasil perhitungan sesuai SNI 2015. Penelitian ini dilakukan sebagai bahan perbandingan dan masukan pada proyek pembangunan gedung. Gedung Laboratory Engineering Biotechnology membutuhkan debit air sebesar sebesar 550 L/menit atau 792 m3/hari (berdasarkan SNI 8153-2015), dan 620 L/menit atau 893 m3/hari (berdasarkan Gambar DED), sedangkan debit air buangan sebesar 212 m3/hari (sesuai SNI 8153-2015) dan 238 m3/hari (sesuai Gambar DED). Diameter air bersih yang terpakai berkisar antara 2-2,5 inci atau 50-60 mm. Didapatkan volume tangki bawah tanah sebesar 106 m3 dan tangki atap sebesar 40 m3. Menurut Gambar DED didapatkan volume tangki bawah tanah sebesar 120 m3 dan tangki atap sebesar 45 m3. Diameter pipa air buangan berdasarkan minimum alat plambing (SNI 8153-2015) berkisar antara 80-100 mm dan diameter pipa ven berkisar antara 80-100 mm. Adapun berdasarkan Gambar DED didapatkan diameter pipa air buangan berkisar antara 100-125 mm, sedangkan diameter pipa ven berkisar antara 80-125 mm.
SOSIALISASI DAN PELATIHAN PEMBANGKIT LISTRIK TENAGA MIKROHIDRO UNTUK MASYARAKAT DAERAH PELOSOK DAN PERTANIAN Yuni Hermawan; Alfredo Bayu Satriya; Santoso Mulyadi; Dwi Djumhariyanto; Mochamad Trifiananto; M Dimyati Nashrullah; Intan Hardiatama; Rahma Rei Sakura; Hary Sutjahjono; Dedi Dwilaksana; Ririn Endah Badriani; M Arief Hidayat
STATOR: Jurnal Ilmiah Teknik Mesin Vol 5 No 1 (2022): JURNAL STATOR
Publisher : Jurusan Teknik Mesin

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Pada saat ini dunia sedang mengalami ’krisis energi’ dan khususnya Indonesia mengalami krisis energi listrik secara nasional. Listrik merupakan salah satu kebutuhan hidup manusia yang primer, sehingga diperlukan suatu instalasi pembangkit tenaga listrik yang efisien.Salah satu sumber energi alternatif tersebut adalah pembangkit listrik tenaga mikrohidro PLTMH. Pada pengabdian ini difokus untuk memberdayakan masyarakat desa Jambewangi yang mengalami krisi energi karena daerah tersebut belum terjangkau PLN, sehingga dengan adanya kegiatan pengabdian masyarakat ini akan dihadirkan teknologi pembangkit listrik bersumber potensi energi yang ada. Tujuan dari kegiatan ini adalah menciptakan desa yang mandiri energi dengan cara pembuatan pembangkit listrik tenaga mikro hidro PLTMH berkapasitas 4500 W dan bersumber dari generator listrik yang digerakkan oleh turbin air. Hasil dari kegiatan ini penyelesaian krisis energi yang dialami masyarakat desa pelosok pertanian dengan menhadirkan sentuhan teknologi PLTMH yang dapat bekerja secara optimal berdasarkan potensi alam yang ada. Perbaikan saluran air menuju bak penampungan dan naik-turunnya tegangan yang sering merusak komponen kelistrikan menjadi masalah utama mitra. Untuk itu perlu dilakukan perbaikan saluran dan pembuatan mesin penstabil tegangan sehingga masalah utama mitra segera teratasi dengan baik. Dengan ketinggian air jatuh 3 m dan pemakaian turbin air dengan jumlah sudu 4 buah telah menghasilkan listrik 3000 W, sehingga pembangkit listrik tenaga mikro hidro PLTMH ini dapat bekerja secara maksimal.
PENINGKATAN PENGETAHUAN SISWA MENGENAI PEMILAHAN SAMPAH BERDASARKAN KARAKTERISTIK DAN SIFATNYA Yeny Dhokhikah; Ririn Endah Badriani; Sri Sukmawati
STATOR: Jurnal Ilmiah Teknik Mesin Vol 5 No 1 (2022): JURNAL STATOR
Publisher : Jurusan Teknik Mesin

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Sampah dapat minimbulkan dampak yang buruk terhadap kesehatan dan lingkungan, sehingga diperlukan pengelolaan sampah yang baik. Keberhasilan pengelolaan sampah diperlukan kerja sama yang baik antara pemerintah, industri dan masyarakat. Peningkatan partisipasi masyarakat dapat dilakukan dengan meningkatkan pengetahuan mengenai dampak yang ditimbulkan oleh sampah dan cara pengelolaannya khususnya cara pemilahan sampah kepada siswa sekolah dasar melalui penyuluhan. Berdasarkan survey pendahuluan diketahui bahwa siswa SDN Sumbersari 3 Jember masih belum dapat membedakan antara sampah basah dan sampah kering dengan benar sehingga tong sampah untuk sampah basah dan tong sampah untuk sampah kering berisi sampah kering. Kegiatan pengabdiaan masyarakat ini bertujuan untuk memberikan pemahaman yang benar kepada siswa SD tentang karakteristik sampah padat rumah tangga dan sejenis rumah tangga untuk membeagar dapat melakukan pemilahan sampah padat rumah tangga berdasarkan karakteristiknya. Metode pelaksanaan pengabdian meliputi tahap persiapan dengan melakukan wawancara kepada Kepala Sekolah SDN Sumbersari 3 Jember dan survei lapangan, pelaksanaan pemaparan dan evaluasi..
ANALISIS KEKASARAN PERMUKAAN DAN MORFOLOGI CHIPS PADA PROSES DRILLING KAYU JATI Anisya Delima; Yuni Hermawan; Agus Triono; Rahma Rei Sakura; Ririn Endah Badriani; M Arief Hidayat
STATOR: Jurnal Ilmiah Teknik Mesin Vol 5 No 1 (2022): JURNAL STATOR
Publisher : Jurusan Teknik Mesin

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Penelitian ini bertujuan untuk mengetahui pengaruh variasi parameter pemesinan drilling pada kayu jati. Variasi parameter yang digunakan pada penelitian ini ada 3, yaitu putaran spindel 410 rpm, 535 rpm dan 715 rpm, sudut potong utama 45°, 60° dan 75°, dan gerak makan 0,10 m/rev; 0,20 m/rev; dan 0,30 m/rev. Penelitian ini menggunakan spesimen berupa kayu jati dengan ukuran 50 mm x 50 mm x 20 mm. Uji kekasaran permukaan dilakukan sebanyak 4 kali perngambilan data dengan cut off 0,8 mm. Hasil proses drilling berupa chips yang akan diuji mikroskop untuk mengetahui morfologi chips dengan mikroskop optik. Untuk lubang hasil driling akan diukur kekasaran permukaannya dan akan diuji SEM. Data hasil kekasaran permukaan akan dilakukan uji ANOVA untuk mengetahui interaksi antara variabel bebas dan terikat. Dari uji tersebut didapatkan bahwa variabel bebas yang paling berpengaruh adalah sudut potong utama. Hasil kekasaran permukaan terbesar adalah 7,606 μm dan nilai kekasaran terkecil sebesar 3,574 μm. Sedangkan untuk hasil ukuran chips terbesar adalah 546,54 μm dan untuk ukuran terkecil sebesar 199,46 μm.