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All Journal DINAMIKA Jurnal Ilmiah Teknik Mesin SemanTIK : Teknik Informasi Civil Engineering Journal Sang Pencerah: Jurnal Ilmiah Universitas Muhammadiyah Buton Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari Jurnal TELUK: Teknik Lingkungan UM Kendari Jurnal Pengabdian Masyarakat Ilmu Terapan (JPMIT) Sultra Civil Engineering Journal (SCiEJ) Jurnal Manajemen Rekayasa (Journal of Engineering Management)
Ahmad Syarif Sukri
Universitas Halu Oleo
Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation Other

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Journal : Sultra Civil Engineering Journal (SCiEJ)

 1 
Analisis Normalisasi Sungai Baubau Alianti Alianti; Ahmad Syarif Sukri; Catrin Sudardjat; Vickky Anggara Ilham
Sultra Civil Engineering Journal Vol 2 No 2 (2021): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1308.506 KB) | DOI: 10.54297/sciej.v2i2.194

Abstract

The durability of the road flexural pavement structure is largely determined by the performance of each layer. One of these factors is the strength and resilience of the subbase. Compaction in accordance with applicable standards will produce roads with good quality so that the road life is longer and there is less damage. The purpose of this study is to analyze the carrying capacity using CBR, the value of the field density with the sand cone test and the correlation of the CBR value and the Sand cone value of the B grade foundation layer on the Tugu Munajah network. The research method used is laboratory and field testing combined with a descriptive statistic approach. The results of the study indicate that the carrying capacity using the CBR amounted to 55.02% <60%, the density value field with sand cone test of 72.50% <90%. Correlation of CBR and Sand cone value at the base layer (sub base course) is very strong at 0.998.
Desain Kolam Retensi Tobuuha Dengan Aplikasi Storm Water Management Model (Swmm) Di Kelurahan Tobuuha Kecamatan Puuwatu Kota Kendari Laode Muhammad Faisal; Ahmad Syarif Sukri; Uniadi Mangidi; Ishak Bafadal
Sultra Civil Engineering Journal Vol 5 No 1 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i1.594

Abstract

Tobuuha Village, Puuwatu District, Kendari City was previously a green open area which was naturally used for water absorption. However, this area has now changed its function to become a densely populated residential area, resulting in a significant reduction in water absorption. As a result, when it rains, surface flow becomes greater and causes puddles downstream. The aim of this research is to model the Tobuuha retention pond using the SWMM application for environmental changes that occur. Primary data collection was carried out by observing existing conditions and measuring the dimensions of channels and ponds around the retention pond. Meanwhile, secondary data was obtained from related agencies. The results of the research show that the flood discharge that will enter the retention pond is Q5 = 0.559 m3/second with the volume of water that enters and must be accommodated in the retention pond of 4577.0934 m3, while the existing capacity of the retention pond is 6978.44 m3, so it is considered still able to reduce flooding downstream of the pond. Therefore, the city government's plan to expand and increase the depth of the pool is not necessary because it will reduce the open space around the pool. Handling potential flooding and inundation around the location can be done by adjusting the sliding door openings and modifying several channels, namely channels J51-J52, M62-M63, N71-N106, and U97-U101. The SWMM simulation results for the proposed solution show that the retention pond is effective enough to prevent flooding in the surrounding area
Co-Authors . Nasrul Abdul Aman Ega Abdul Kadir Adris A. Putra Adris Ade Putra Agustan Agustan Akbar Haryadi Alianti Alianti Amal Ichlasul Magribi Andriyani Andriyani Balany, Fatma Baso Mursidi Catrin Sudardjat Chaerul Adam Edward Ngii Edward Ngii Eko Prasetyo Evi Arianti Fauziah Kudus Fitriah Fitriah Fitriah Masud Fitriah.S Fitriah.S Hasddin Hasddin Haydir Haydir Ikhwan Maulana Hatta Iksan Saputra Ishak Bafadal Isra Rosliana Kalista, Cindhy Ayu La Ode Muhamad Nurrakhmad Arsyad La Welendo Laode M. Golok Jaya Laode Muhammad Faisal M. Saripuddin Masykur Kimsan Mayura Aditya Momento Pabintan Muammar Makmur Muh. Nurdiansyah Saputra Muh. Thahir Azikin Muh. Thahir Azikin Muhammad Ibnu Sina Muriadin Muriadin Nasrul Nasrul Nasrul Nasrul Neshart Neshart Prayitno, Noto Rachman, Ranno Marlany Rahmat Rahmat Ridwan Syah Nuhun Riswal Karamma Ritno AR. Romi Talanipa Romy Suryaningrat Edwin Romy Talanipa Romy Talanipa Rosdiana Rosdiana rudi balaka Saripuddin M Siti Nurjanah Ahmad Sitti Nurjannah Ahmad Sulha Sulha Tahir Azikin Triantini. S. Putri Try Sugiyarto Tryantini Sundi Putri Uniadi Mangidi Vickky Anggara Ilham Weka Adi Suryawan Wibowo, Dwiprayogo Wirdha Ningsih Yusran Latimba