Article Per Year (5 Year)
p-Index From 2020 - 2025
0.408
P-Index
This Author published in this journals
All Journal Paulus Civil Engineering Journal
Selyn Angelyca Simatupang
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Transportation

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
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
Tinjauan Perencanaan Terowongan Pengelak Bendungan Karalloe di Kabupaten Gowa Selyn Angelyca Simatupang; Lukman, Melly; Tanan, Benyamin
Paulus Civil Engineering Journal Vol. 2 No. 1 (2020): PCEJ, Vol.2, No.1, March 2020
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/wb0j2q92

Abstract

Penelitian ini membahas tentang tinjauan perencanaan dan desain Terowongan Pengelak (Diversion Tunnel) padaBendungan Karalloe. Perhitungan analisa curah hujan rancangan menggunakan tiga metode yaitu Metode Gumbel, MetodeLog Pearson Type III, dan Log Normal. Debit banjir dianalisis dengan Metode Hidrograf Satuan Sintesis Nakayasu.Perencanaan Terowongan Pengelak Bendungan Karalloe didesain menggunakan bentuk tapal kuda, dengan panjang terowongan 583 m, diameter terowongan 6 m dengan tinggi kehilangan energi didalam terowongan sebesar 27 m. Hasilpenelitian menunjukkan penelusuran banjir dengan debit banjir kala ulang 25 tahun sebesar 492,333 m/detik denganmenggunakan desain terowongan berbentuk lingkaran didapatkan diameter terowongan sebesar 6,25 m, dengan tinggikehilangan energi 25,741 m, dan direncanakan tinggi mercu cofferdam +205,241 m. 
Co-Authors Benyamin Tanan Lukman, Melly Melly Lukman Tanan, Benyamin