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Benyamin Tanan
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Civil Engineering, Building, Construction & Architecture Transportation

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Karakteristik Campuran Hot Rolled Sheet Wearing Coarse yang Menggunakan Batu Dari Buntao’ Toraja Utara Agus Tolla Londongsalu; Roy Haryanto Menge; Alpius; Benyamin Tanan
Paulus Civil Engineering Journal Vol 1 No 1 (2019): Volume 1 No.1, September 2019
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (978.374 KB) | DOI: 10.52722/pcej.v1i1.51

Abstract

Penggunaan batu gunung dari Desa Buntao’ masih terbatas untuk pondasi bangunan serta pasangan talut dan belum dimanfaatkan sebagai bahan dasar lapisan tipis aspal beton (LATASTON). Tujuan dari penelitian ini adalah mengetahui karakteristik batu gunung dari Desa Buntao’ sebagai komposisi campuran perkerasan LATASTON HRS-WC gradasi senjang dan semi senjang, dan mengetahui karakteristik Marshall, serta Indeks Kekuatan Sisa pada campuran tersebut. Metode penelitian melalui penelitian laboratorium yaitu pengujian Marshall. Hasil pengujian marshall diperoleh nilai karakteristik Marshall campuran LATASTON HRS-WC Gradasi Senjang dan Semi Senjang yaitu nilai VIM sebesar 5,62% (Senjang) dan 5,63% (Semi Senjang), nilai Stabilitas sebesar 1680,29 kg (Senjang) dan 1347,92 kg (Semi Senjang), nilai VMA sebesar 18,03% (Senjang) dan 18,14% (Semi Senjang) dan nilai flow sebesar 4,70 mm (Senjang) dan 4,40 mm (Semi Senjang) serta Kadar Aspal 7,6% (Senjang) dan 7,6% (Semi Senjang). Untuk nilai Indeks Kekuatan Sisa (Indeks Perendaman) dari hasil pengujian Marshall Immersion sebesar 93.73 % untuk Senjang, dan 97,48% untuk Semi Senjang. Kata Kunci : Batu Gunung Buntao; LATASTON HRS-WC; Karakteristik Marshall
Tinjauan Perencanaan Spillway Bendungan Karalloe di Kabupaten Gowa Nataniel Yunus Alik; Benyamin Tanan; Melly Lukman
Paulus Civil Engineering Journal Vol 2 No 1 (2020): Volume 2 No.1, Maret 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (316.823 KB) | DOI: 10.52722/pcej.v2i1.118

Abstract

This study discusses the review of Spillway planning in the Karalloe Dam project. The spillway serves to drain excess water from the dam to avoid overtopping the dam back to the river. Three methods are used in the calculation of rainfall analysis, namely the Gumbel Method, Pearson Log Type III, and Normal Log. Design flood discharge was analyzed using the Gama-I Synthesis Unit Hydrograph Method. Spillway planning is planned based on differences in design flood discharge and Spillway lighthouse type. The results of this study obtained a design flood discharge of 613,251 m3 / sec and high energy above the lighthouse of 2,902 m using the type of round lighthouse.
Tinjauan Perencanaan Terowongan Pengelak Bendungan Karalloe di Kabupaten Gowa Selyn Angelyca Simatupang; Benyamin Tanan; Melly Lukman
Paulus Civil Engineering Journal Vol 2 No 1 (2020): Volume 2 No.1, Maret 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (411.943 KB) | DOI: 10.52722/pcej.v2i1.123

Abstract

This study aims to review the planning and design of the Diversion Tunnel at the Karalloe Dam. Calculation of design rainfall analysis uses three methods namely the Gumbel Method, the Pearson Type III Log Method, and the Normal Log. The flood discharge was analyzed by the Nakayasu Synthesis Unit Hydrograph Method. Planning the Karalloe Dam Circular Tunnel is designed using a horseshoe shape, with a tunnel length of 583 m, tunnel diameter of 6 m with a height of energy loss in the tunnel of 27 m. The results showed that flood tracking with a 25 year return flood of 492,333 m / sec using a circular tunnel design obtained a tunnel diameter of 6.25 m, with a height of energy loss of 25.741 m, and a planned height of the cofferdam lighthouse +205,241 m
Co-Authors Agus Tolla Londongsalu Alpius Melly Lukman Nataniel Yunus Alik Roy Haryanto Menge Selyn Angelyca Simatupang