Article Per Year (5 Year)
p-Index From 2021 - 2026
0
P-Index
This Author published in this journals
All Journal Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal)
Agastya, Adya
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Mechanical Engineering Transportation

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

Found 2 Documents
Search

 1 
PERENCANAAN BANGUNAN PENGENDALI SEDIMEN PADA JEMBATAN KERETA API KOTA MADIUN Agastya, Adya; Imron, Nanda Ahda
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 4 No 1 (2020): Jurnal Perkeretaapian Indonesia Volume 4 Nomer 1 Tahun 2020
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v4i1.118

Abstract

Pembangunan doble track yang melintasi kota madiun tepatnya di daerah Nambangan Lor melintasi sungai Bengawan Madiun. Pada sungai tersebut terdapat bangunan jembatan baru yang berada di sebelah sisi selatanjembatan sebelumnya. Sungai bengawan pada musim penghujan mengalami debit dan banjir yang cukup besar, dampat dari banjir tersebut menyebabkan terjadinya gerusan sedimen pada sungai dan memungkinkan menggerus sedimen pada sekitaran abutment jembatan tersebut. Untuk mengurangi dampak gerusan sedimen pada abutment tersebut maka diperlukan suatu bangunan pengendali sedimen. Untuk merencanakan bangunan tersebut maka diperlukan data hujan minimal dari tiga stasiun hujan dimana hal tersebut untuk diperlukan untuk analisa hidrologi penentuan hujan rencana tahunan,banjir tahunan dan analisa hidrolika untuk penentuan dimensi bangunan tersebut. Adapun data hasil perencanaan diperoleh debuit banjir periode ulang 100 tahun sebesar 1557.992127 m3/det,kecepatan aliran 8.319945 m/det, lebar mercu peluap 3.362374m, kedalaman pondasi 2.971201 m, tebal lantai olak 2,1143 m, panjang lantai olak 16,5657 m
Perencanaan Bangunan Pengendali Sedimen Pada Jembatan Kereta Api Kota Madiun Agastya, Adya; Imron, Nanda Ahda
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 4 No 1 (2020): Jurnal Perkeretaapian Indonesia Volume 4 Nomer 1 Tahun 2020
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v4i1.118

Abstract

Regarding the construction of a double track railway crossing the city of Madiun, precisely in the Nambangan Lor area, the constructions of a new bridge on the south side of the previous bridge is occured. The condition of the Bengawan river in the rainy season has a large water discharge which causes a large flood. The impact of the flood caused scours of sediment in the river and made it possible to erode the sediment around the bridge abutment. Therefore, to reduce the impact of scour sediment on the abutment, a sediment control building is needed. In order to plan this construction, we need minimum rain cycle data from three rain stations which are needed for hydrological analysis, annual rain plan determination, annual flooding and hydraulics analysis to determine the dimensions of the building. The result of this planning obtained that the flood discharge period of 100-year return is 1557,992127 m3 / sec, the flow velocity is 8.319945 m / sec, the width of the boiler light is 3,362374 m, the depth of the foundation is 2,971201 m, the thickness of the floor is 2,1143 m, and floor length is 16.5657 m.
Co-Authors Imron, Nanda Ahda