Article Per Year (5 Year)
p-Index From 2021 - 2026
0.61
P-Index
This Author published in this journals
All Journal Jurnal Ilmiah Poli Rekayasa Journal of Innovative and Creativity Jurnal Pengabdian Kepada Masyarakat Indonesia
Angga Putra Arlis
Politeknik Negeri Padang
Agriculture, Biological Sciences & Forestry Humanities Computer Science & IT Education Engineering Languange, Linguistic, Communication & Media Mathematics Public Health Social Sciences Other

Published : 3 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 3 Documents
Search

 1 
Pemanfaatan Smartphone Untuk Pembuatan Video Bagi Siswa Broadcasting dan Perfilman Di SMKN 7 Padang Widya Wahyuni; Mutia Rahmi Dewi; Sumema; Angga Putra Arlis; Elfia Sukma; Sri Dewi Angguni
Jurnal Pengabdian kepada Masyarakat Indonesia (JPKMI) Vol. 5 No. 3 (2025): Desember: Jurnal Pengabdian Kepada Masyarakat Indonesia (JPKMI)
Publisher : Pusat Riset dan Inovasi Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/jpkmi.v5i3.8770

Abstract

This community service program aims to improve the competencies of students at SMKN 7 Padang in smartphone-based video production. The training was designed to bridge the skills gap between the creative industry’s demands and the students’ current abilities, particularly those in the Broadcasting and Filmmaking department. The implementation used a participatory approach through several stages: needs assessment, material development, technical training, production practice, editing using CapCut, and evaluation through questionnaires. A total of 40 students participated and were divided into four groups to support collaborative practice. The results show significant improvement in both technical skills and creativity. Participants successfully produced audiovisual works based on scripts and demonstrated progress in shooting, editing, and digital publication. Questionnaire results indicated very high satisfaction levels, with implementation indicators above 71% and outcome indicators above 90%, reflecting the program’s effectiveness in enhancing students’ knowledge and skills. Recommendations include advanced training on directing, advanced editing, YouTube channel management, and strengthened collaboration between higher education institutions and schools.
Cliff Stability Analysis Of Batang Lembang River In Solok Regency Using Geostudio Angga Putra Arlis; Tiara Mahardika; Eri Stiyanto; Wiliya Wiliya; Wahyu Araska
Journal of Innovative and Creativity Vol. 5 No. 3 (2025)
Publisher : Fakultas Ilmu Pendidikan Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/joecy.v5i3.3771

Abstract

Penelitian ini bertujuan untuk mengevaluasi stabilitas tebing sungai dalam rangka proyek pembangunan sarana dan prasarana pengendalian banjir Batang Lembang (Tahap II) yang berlokasi di Solok, Sumatera Barat. Proyek ini mencakup tiga lokasi utama, yaitu Selayo di Kabupaten Solok (BH01), VI Suku di Kota Solok (BH02), dan KTK di Kota Solok (BH03). Analisis stabilitas lereng dilakukan menggunakan metode slope/w dan faktor keamanan yang mengacu pada SNI 8640-2017 mengenai "Persyaratan Perancangan Geoteknik". Berdasarkan hasil analisis, faktor keamanan pada beberapa kondisi di lokasi Selayo dan VI Suku tidak memenuhi standar minimum yang ditetapkan, sementara di lokasi KTK, faktor keamanan menunjukkan hasil yang sesuai dengan persyaratan. Penelitian ini juga mengusulkan modifikasi terhadap geometri lereng dan penambahan elemen perkuatan, seperti cerucuk dolken, untuk meningkatkan stabilitas tebing di lokasi yang tidak memenuhi syarat. Selain itu, evaluasi dilakukan terhadap potensi modifikasi penampang sungai untuk memperbaiki kestabilan lereng, dengan fokus pada perubahan geometri dan penambahan elemen perkuatan. Hasil analisis menunjukkan bahwa dengan penerapan modifikasi tersebut, beberapa lokasi yang sebelumnya tidak memenuhi standar faktor keamanan dapat diperbaiki, sehingga sesuai dengan ketentuan geoteknik yang berlaku. Temuan dari penelitian ini memberikan rekomendasi teknis untuk meningkatkan stabilitas tebing sungai, yang diharapkan dapat memberikan kontribusi penting terhadap kelancaran pembangunan sarana dan prasarana pengendalian banjir yang aman dan berkelanjutan di kawasan Batang Lembang. Penelitian ini juga menawarkan wawasan mengenai penerapan standar geoteknik terbaru dan menekankan pentingnya analisis kondisi lokal dalam merancang solusi mitigasi bencana banjir yang efektif. Selain itu, hasil penelitian ini dapat menjadi acuan bagi perencanaan pembangunan serupa di wilayah lain dengan karakteristik yang serupa.
EVALUASI KAPASITAS PENAMPANG CHECK DAM I GUNUNG NAGO TERHADAP DEBIT BANJIR sadtim sadtim; Wisafri Wisafri; Angga Putra Arlis; Ridho Wafiq Fauzan
Jurnal Ilmiah Poli Rekayasa Vol 21, No 2 (2026): April
Publisher : Pusat Penelitian dan pengabdian kepada Masyarakat (P3M) Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jipr.21.2.436

Abstract

Padang City, the capital of West Sumatra Province, has complex topographical conditions that increase its susceptibility to flooding, particularly during periods of high rainfall intensity. One of the flood control infrastructures constructed along the Batang Kuranji River is Check Dam I Gunung Nago, which functions to reduce flood discharge and sediment transport. This study aims to evaluate the hydraulic capacity of the check dam cross-section in accommodating planned flood discharge under various return periods. The research methodology involved the collection and analysis of topographic, hydrological, and 15-year rainfall data obtained from the Gunung Nago and Ladang Padi rainfall stations. Design rainfall was analyzed using Normal, Gumbel, Log Normal, and Log Pearson Type III probability distributions, followed by goodness-of-fit tests employing the Chi-Square and Smirnov-Kolmogorov methods. Planned flood discharge was estimated using the Rational, Hasper, and Weduwen methods, as well as Snyder and Nakayasu synthetic unit hydrographs. The results indicate that the existing cross-section capacity of Check Dam I Gunung Nago is only capable of safely accommodating flood discharge with a return period of up to five years. Consequently, structural capacity enhancement and flood mitigation measures are necessary to improve the effectiveness of the check dam in flood management.
Co-Authors Elfia Sukma Eri Stiyanto Mutia Rahmi Dewi Ridho Wafiq Fauzan Sadtim Sadtim Sri Dewi Angguni Sumema Tiara Mahardika Wahyu Araska Widya Wahyuni Wiliya Wiliya Wisafri Wisafri