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All Journal Jurnal Pembangunan Wilayah dan Kota Jurnal Konstruksia Jurnal Deformasi Jurnal Teknik Sipil JITEK (Jurnal Ilmiah Teknosains) Jurnal SOLMA Martabe : Jurnal Pengabdian Kepada Masyarakat Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Community Development Journal: Jurnal Pengabdian Masyarakat Jurnal UNITEK Jurnal Abdimas Bina Bangsa Jurnal Pengabdian Masyarakat (ABDIRA) Ngabdimas : Pengabdian Pada Masyarakat Jurnal Ilmiah Bering's KREATIF: Jurnal Pengabdian Masyarakat Nusantara Jurnal Pengabdian Kepada Masyarakat BERING: Jurnal Imiah Besemah Engineering Ngabdimas

Dhiniati, Fameira

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Author-ID : 1329503

Aerospace Engineering Agriculture, Biological Sciences & Forestry Arts Humanities Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mathematics Mechanical Engineering Nursing Public Health Social Sciences Transportation Veterinary Other

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Strategi Pengembangan Peluang Peran Masyarakat dan Pemerintah Dalam Pengembangan Wisata Budaya Purbakala Situs Megalitikum di Kota Pagar Alam Dhiniati, Fameira; Mardiansjah, Fadjar Hari
JURNAL PEMBANGUNAN WILAYAH & KOTA Vol 12, No 2 (2016): JPWK Vol 12 No 2 June 2016
Publisher : Magister Pembangunan Wilayah dan Kota,Undip

Cultural tourism is a tour where visitors traveling with the purpose of carrying out activities to enjoy cultural attractions, such as ancient. Cultural tourism is almost there in all regions in Indonesia one of Pagar Alam. Pagar Alam has varied tourism potential of one of ancient megalithic sites of cultural tourism. Remains of megalithic sites in Pagar Alam lying spread out and form a very diverse form of statues, dolmen, stone house. The existence of megalithic sites of cultural tourism at this time received less attention, availability of facilities and infrastructure that is not yet complete, as well as promotion and publicity that has been done is still lacking. This study aims to determine the potential role of the public and government's strategy of development of cultural tourism ancient megalithic sites in Pagar Alam. To achieve the objectives of this research method used is descriptive qualitative analysis methods, including analysis of existing conditions, analysis of the role of communities and governments, development analysis, and analysis of tourism development strategy by conducting a SWOT analysis. From the analysis performed that in the development of cultural tourism sites megaitikum many of the problems faced is the lack of coordination and attention from various parties, the limited funds so many poorly-maintained condition megalithic sites, tourism development has not been prioritized. Therefore, the role of government and society is needed in the development strategy of the megalithic sites of cultural tourism, by preparing a program of activities as the proposed development of cultural tourism.

PEMETAAN RISIKO BENCANA TANAH LONGSOR SEBAGAI UPAYA MITIGASI DI KOTA PAGAR ALAM Dinata, Alharia; Dhiniati, Fameira
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 1 (2019): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.2204201961

The practice of land-use change that occurs in the city of Pagar Alam is an impact of economic growth. Its existence located at an altitude of 315.9 - 3150.9 masl and the type of wet-very wet climate is a driving factor for the occurrence of landslides so that it can harm the material and even fatalities. The purpose of this study is to analyze the distribution of hazards, vulnerabilities, capacities, and risks of landslides. The research method used is a quantitative survey and descriptive analysis using a GIS approach. The results of overlaying parameters according to their respective weights show that, the percentage of landslide hazard distribution with index 0-0.33 covering 289.25 km2 (46%), index 0.34-0.66 covering 243.25 km2 (38%), and index 0.67-1 covering 100.72 km2 (16%). Vulnerability index from 0.67 to 0.68 as many as 3 districts administered and index from 0.59 to 0.68 as many as 32 districts administered. While the index capacity of 0.33 is 16 districts administered and 19 districts administered have a capacity index of 0.67. The percentage of moderate landslide disaster risk distribution is 10% and 90% with a high-risk class.

Pendampingan Pengelolaan/Penyuluhan Sampah (3r) Kab. Manna Fameira Dhiniati
NGABDIMAS Vol 1 No 1 (2018): NGABDIMAS (Pengabdian Pada Masyarakat)
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Sampah merupakan sesuatu atau sisa-sisa dari proses yang dilakukan manusia terhadap berbagai hal dalam menghasilkan suatu produk tertentu, sisa-sisa ini terkadang di buat atau di posisikan sebagai sesuatu yang kadang sangat tidak berharga, bahkan di identikan sebagai sesuatu yang sangat menjijikan untuk di kelola sebagai sesuatu yang memiliki nilai lebih, keberadaan sampah yang sangat nyata terkadang menjadi sesuatu masalah yang sangat rumit dan sangat kompleks. Masalah sampah ini pada saat sampah tersebut sedikit terkadang seolah tidak tampak memiliki masalah, tetapi pada saat sampah tersebut bervolume sangat banyak maka masalah mulai di rasakan oleh penghuni di sekitarnya, misalnya kejadian yang luar biasa dari keberadaan sampah adalah pernah terjadi di Bandung, Bandung yang sering di sebut kota kembang pada saat pemerintah tak sanggup mengelola sampah dengan baik sebutannya menjadi Bandung Kota Sampah, lain lagi di Jakarta phenomena banjir yang setiap ada hujan hampir di pastikan terjadi banjir, salah satu penyebabnya adalah akibat sampah walau sebenarnya hal lain lebih dominan seperti akibat penggundulan di hulu sungai yang ada di Bogor. Penomena sampah ini memang sangat luar biasa, walau pun sangat banyak merugikan dan kesan yang melekat sangat menjijikan ini sebagai bukti dari kedisiplinan, dan kearifan masyarakat dalam berprilaku dalam kehidupannya bermasyarakat, jika tiap individu berprilaku sesuai norma dan tatanan kehidupan yang umum sebenarnya tak akan pernah terjadi permasalahan sampah ini. Tentu yang harus menjadi perhatian terutama bagi penyuluh adalah menyadarkan masyarakat untuk berpola dan tingkah hidup sesuai aturan yang sesuai aturan. Penomena dari sampah yang lain adalah ternyata di balik kesan dan imej yang buruk, penyebab banjir, banyak lalat, kotor, dan menjijikan ternyata terdapat sisi positif bagi beberapa orang yang kreatif, bagi orang-orang tertentu yang kreatif terkadang sampah ini bisa di jadikan sesuatu yang unik, menarik bahkan memiliki nilai jual yang cukup tinggi, misalnya di beberapa daerah di Jawa terdapat pengrajin olahan sampah atau limbah rumah tangga yang tak terlalu bermanfaat, misalnya kantong-kantong plastic bekas makanan dan sabun di bersihkan sehingga menjadi Tas atau tempan menyimpan sesuatu. Ini sampah menjadi sesuatu yang berharga sehingga memiliki nilai jual, bahkan sampah seperti sampah-sampah kayu bisa menjadi kerajinan tertentu.

PEMETAAN POTENSI DESA BERBASIS PARTISIPATIF MASYARAKAT DI DESA PENANTIAN, KECAMATAN JARAI, KABUPATEN LAHAT Fameira Dhiniati -; Alharia Dinata; Edowinsyah
NGABDIMAS Vol 4 No 02 (2021): NGABDIMAS (Pengabdian Pada Masyarakat)
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Desa Penantian merupakan salah satu Desa di Kabupaten Lahat, Provinsi Sumatera Selatan. Desa Penantian memiliki potensi sumber daya alam berupa perkebunan dan pertanian. Dengan adanya potensi tersebut informasi mengenai geospasial wilayah khususnya batas wilayah sulit diidentifikasi. Ketersediaan data dan informasi spasial yang lengkap sangat dibutuhkan untuk dapat meningkatkan keberlanjutan wilayah tersebut. Kegiatan pemetaan partisipatif masyarakat dilakukan bertujuan untuk mendukung Desa Penantian dalam memenuhi kelengkapan data dan informasi spasial. Kegiatan ini dilakukan dengan melakukan pengumpulan data berupa Peta Dasar Desa yang diperoleh dari Citra Satelit dan Observasi Lapangan. Metode pelaksanaan yang dilakukan dilakukan berdasarkan hasil diskusi dengan perangkat desa, selanjutnya mengidentifikasi wilayah dan melakukan pemetaan secara partisipatif. Hasil yang diperoleh dari pemetaan yang dilakukan Desa Penantian memiliki data dan informasi mengenai batas desa, batas Dusun, data fasilitas umum yang ada dilingkungan desa dan potensi desa. Dengan adanya peta Desa yang disusun dengan melibatkan masyarakat diharapkan dapat memberikan pengetahuan bagi masyarakat bahwa dalam mengidentifikasi desa dapat dilakukan dengan melakukan pemetaan dengan Teknik partisipatif masyarakat.

Pengaruh Penambahan Serat Purun Terhadap Kuat Tekan Beton Hendra Apriadi; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 3 No 02 (2016): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

This study aimed to determine the compressive strength of concrete with the addition of fiber purun percentage of 5%, 7%, 10% by weight of cement. Based on the results of research conducted in laboratory obtained the following results: compressive strength average normal concrete amounted to 175.20 kg / cm2, while the compressive strength of the average concrete with the addition of fiber purun 5% at 173.20 kg / cm, the compressive strength of the average concrete with the addition of fiber purun 7% at 165.50 kg / cm2, the average compressive strength of concrete with the addition of fiber purun 10% of 163.58 kg / cm2. Thus, the average compressive strength of concrete plus fiber purun decreased compared to normal concrete, which for the addition of fiber purun percentage decreased 5% to 5.54%, while the percentage increment of fiber purun 10% decreased 6.63%.

Analisis Rencana Anggaran Biaya Pada Proyek Peningkatan Jalan Aur Duri – Rantau Unji (A.Hotmix) Tahap III Sepanjang 3,2 Km Kota Pagar Alam Sahiman Sahiman; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 3 No 01 (2016): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Planning a building must be in accordance with the form and can be useful in its use, and the amount of costs in accordance with the initial calculation. The Budget Plan is planning a building in the form and benefit of its use, along with the necessary costs and implementation arrangements in the field of administration and work implementation in the technical field. The steps taken to calculate the building cost budget plan are identify each existing work item in the project being calculated. In this research the researcher calculates the estimate cost plan with the Bina Marga method, making Work Plan and Terms and time schedule. The research problem formulation is How to calculate the existing budget plan and make a time schedule. The research objective is to calculate the existing estimate cost plan, make a Time Schedule (S Curve) and Work Plan and Terms. The budget plan for the improvement project of Aur Duri - Rantau Unji (a.hotmix) phase III of 2014 is 3.2 km in Pagar Alam City for the general division of Rp. 31,160,000.00, and the total work price of Rp. 1,988,684,545 54, - rounded the amount of Rp. 1,988,684,000.00, -

Perencanaan Struktur Gedung Kantor Dishub Kota Pagar Alam Berbasis Program SAP 2000 Jenny Suwa Muda; M.Sang Gumilar; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 4 No 02 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Building construction has a structural component of beams, columns, and plates. Realize a building structure that is able to withstand the loads that work on the building, it is necessary to select the right type of structural materials such as steel strutur, concrete structure and composite structure. The goals of research to obtain the dimensions of beams, columns and plates capable of withstanding loads that worked planning building structure. The analysis of the calculation of dimensions of beams, columns and plates using SAP 2000 program applications that are safe or capable of carrying the planned load of columns 1 and 2 floors using WF 350 x 350 x 12 x 19 and for floors 3 and 4 using WF 300 x 300 x 10 x 15 with BJ 37 steel quality. 1, 2, 3 and 4 floor beams use WF 200 x 150 x 9 x 16 with BJ 37 steel, and 1, 2, 3 and 4 floor plates using K300 Concrete with 12 cm thick BJTS steel quality 30 Ø12 distance of 20 cm (two layers).

Pengendalian Proyek Instalasi Pengolahan Lumpur Tinja Kota Pagar Alam Diki Anggara; Masagus Taswin; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 5 No 01 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

: In this study analyzing the project control of the Pagar Alam City Sludge Treatment Plant (IPLT) using software ms. Project 2007. the extent of the effectiveness of the process of controlling time, labor, material and costs in the project. Analyzing critical work paths, Analyzing workforce needs, Analyzing material needs, Analyzing work costs and cash flow. Based on the results of the analysis using the software ms.project 2007 provides more efficient results than the previous work plan, time and cost of implementation of 180 calendar days at a cost of Rp. 4,175,352,000.00 - while the results of the analysis using software 2007 ms.project time and costs are used 124 calendar days with a cost of Rp. 2,910,421,890.

Gunung Gare Kota Pagar Alam Dengan Konsep Zero Runoff System Deska Oktariani; Alharia Dinata; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 5 No 02 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Internal runoff is caused conversion of green land into be constructed where if there is rain with high rainfall intensity then rainfall runoff will become large and trigger water puddle (overflow) because of reduced area to absorb water. Zero runoff rainwater needs to be applied to the building and land use where the runoff volume (input) can be withstand up to 100% and runoff flow volume (outflow) of 0% or maximum of 3% so that it can reduce the impact of decreasing peak floods (water puddle) the purpose is to analyze the runoff of rain water from the roof of building so it can be useful for processing and utilization of rain water and analyze the needs of absorption wells, reservoir and maximum discharge to retention pond. Roof of parcel area of 13.438,24 m2 is 0,88336 m3/s the need of absorption wells in building is as much as 8 units of recharge wells with Ø 100 cm.reservoir that is needed in the building is 45 units of reservoir with size 30m3. The volume of retention ponds to accommodate runoff discharge from the land use area of 273.339,4 m2 and the roof ot the building area of 13.438,24 m2 is equal to 12.259,4 m3/year at Gunung Gare office complex of Pagar Alam city.

PERENCANAAN SUMUR RESAPAN DAN PENGENDALIAN LIMPASAN DI WILAYAH SWAKARYA KELURAHAN SUKOREJO KOTA PAGAR ALAM Eko Rachmad Iskandar; Fameira Dhiniati; Lily Endah Diansari
JURNAL ILMIAH BERING'S Vol 7 No 01 (2020): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

The infiltration well will have the effect of reducing surface runoff. The rainwater that initially falls on the tile surface does not immediately flow to the drainage or yard of the house, but flows through zinc and continues to be collected into the infiltration well. The impact that can be felt is that rainwater does not spread into the yard or ditch, thereby reducing the occurrence of surface runoff. The purpose of this study way to calculate runoff discharge in the Swakarya area and plan the need for infiltration wells in the Swakarya area. Frequency method used the normal distribution method of gumbell distribution and log normal distribution. From the compatibility test using the Smirnov-Kolmogorov test, the results obtained were used the Gumbell method, while the value obtained war 131.10 mm with a period of 10 years. From the analysis, it rould be concluded that the planned flood discharge with a period of 10 years in the self-workshop area was 0,0001m3 / sec. The need for infiltration well for the self-contained area of each housing unit requires an infiltration well with a diameter of 1 m and a depth of 0,625 m. Each infiltration well could accommodate a capacity of 0,639 m3

Co-Authors Aisah, Elpita Alharia Dinata, Alharia Ali Okta Akbar Apriana Apriana Ariansa Asep Syaputra Azizah, Barrorotul Barrorotul Azizah Barrorotul Azizah Dedi Setiadi Deska Oktariani Didi Ardiansyah Diki Anggara Edowinsyah Edowinsyah Edowinsyah Edowinsyah, Edowinsyah Eko Rachmad Iskandar Erika, Desta Ria Fadjar Hari Mardiansjah, Fadjar Hari Hendra Apriadi Jenny Suwa Muda Kharumia Pasmah Lesi Anggraini Lily Endah Diansari Lily Endah Diansari Lily Endah Diansari M.Sang Gumilar Masagus Taswin Masdalipa, Risnaini Nando Pratama Rafiko Yuriansyah Rafiko Yuriansyah Rahmadayanti, Fitria Rahmila Rahmila Remi Ayu Manda Sari Ryian Shaputra Sahiman Sahiman Sasmita Sasmita Siti Aminah Siti Aminah Tarmizi Tarmizi Tri Susanti Tri Susanti Vike Itteridi Vike Itteridi Wagimin Wita Hariani

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