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All Journal Jurnal IPTEK Prosiding Seminar Nasional Sains dan Teknologi Terapan Jurnal Pensil : Pendidikan Teknik Sipil Borneo Engineering: Jurnal Teknik Sipil Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) Journal of Earth and Marine Technology (JEMT) Jurnal Pengabdian kepada Masyarakat Jurnal Teknik Sipil Journal of Civil Engineering, Planning, and Design (JCEPD)
Arintha Indah Dwi Syafiarti
Institut Teknologi Adhi Tama Surabaya
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mechanical Engineering Physics Public Health Social Sciences Transportation Other

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Mengatasi Genangan Jalan Donowati Kota Surabaya Melalui Perbaikan Drainase Jenny Caroline; Arintha Indah Dwi Syafiarti
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 6 No. 1 (2023): JUNE
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v6i1.4713

Abstract

Surabaya plays a crucial role as the economic center in eastern Indonesia. However, it is identified as a waterlogging-prone area. Several regions have experienced flooding with water heights ranging from 10 to 70 cm, lasting up to 6 hours. This issue also happened in the Donowati area, Surabaya where mismatches in the construction of urban drainage channels with design criteria were found, resulting in inundation. These inundations cause infrastructure damage, health risks, disruption of activities, and economic losses. This research aims to evaluate and optimize the drainage system in Jalan Donowati, Surabaya. The research was conducted by collecting existing canal dimension data and hydrological data. Furthermore, data analysis was carried out, including hydrological and hydraulics analysis. Repairs will be carried out if an overflow occurs so the channel can run normally. The results showed drainage channels on Jalan Donowati could not accommodate rainwater due to their small capacity, namely one secondary and three tertiary channels. The channel redesign obtained dimensions of 1 m x 1 m for the secondary channel and 0.7 m x 0.6 m for the tertiary channel. The validation results show that the new dimension is safe against high rainfall. In addition to channel re-dimensions, inlet additions were also made to allow rainwater to enter the drainage canals more efficiently. So that with this new dimension, it can prevent inundation that occurs during the rainy season.
Evaluation of Bozem and Drainage Channels of Jade Hamlet Residential in Gresik Jenny Caroline; Arintha Indah Dwi Syafiarti
Journal of Civil Engineering, Planning and Design Vol 1, No 2 (2022): Journal of Civil Engineering Planning and Design
Publisher : Faculty of Civil Engeneering and Planning - ITATS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jcepd.2022.v1i2.3760

Abstract

Drainage refers to a vital component for water disposal so that a region or area can hinder potential puddle due to excessive water on the land surface. Therefore, a good plan adjusting the land condition of residential area belongs to a fundamental matter. Jade Hamlet Residence is located on Hulaan highway, Hulaan Urban Village, Menganti District, Gresik Regency, covering an area ±20 hectares and consisting of housing area, park, public facility, and catchment area. The drainage channel at this residence serves as the drainage for rain water and household dirty water disposal. During the rainy season in 2018 and 2019, the channel and bozem or drainage basin of this residence encountered overflowing and eventually caused puddle. To overcome this problem, the capacities of bozem and channel are in need of analysis and evaluation so as to figure out the runoff volume that can be accommodated in the bozem and investigate the discharge planned in the drainage channel by employing Log Person III method, chi-square distribution fit test, Kolmogorov-Smirnov test, rational formula, and exponential method. The results of analysis and evaluation demonstrated that the bozem capacity could not afford the runoff discharge (298.35 m3 309.55 m3), thereby demanding additional length and depth against the existing bozem. Meanwhile, the calculation of flood discharge planned for the drainage channels of S4.Ry3, S6.Ry1, S6.D1, S6.I2, S6.Cs1, S6.Rc1, S6.Rc2 indicate that they need redesigning by altering the channel dimension as the discharge capacity exceeds the channel.
Comparison of Design Requirements for Non-Anchored and Anchored Sheet Piles as Retaining Wall in a Basement Wardani, Mila K; Utami, Gati Sri; Syafiarti, Arintha I D; Lestari, Laras L
Journal of Earth and Marine Technology (JEMT) Vol 4, No 2 (2024)
Publisher : Lembaga Penelititan dan Pengabdian kepada Masyarakat - Institut Teknologi Adhi Tama Suraba

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jemt.2024.v4i2.5959

Abstract

The construction of a 9-meter deep basement on clay soil with a soft consistency necessitates the use of a sheet pile for soil retention. Selected due to the soft soil conditions and a high groundwater level at the site, the sheet pile effectively addresses these challenges. The design calculations for the sheet pile, based on the Terzaghi concept, incorporated both active and passive earth pressures determined using the Rankine method. Analysis revealed a lateral force of 19,624 t/m² at a depth of 9 meters. The resulting design specifies a 10-meter embedded concrete pile without anchors, requiring a total sheet pile length of 19 meters. The chosen sheet pile type is W-600 A-1000. Alternatively, with anchors, the design calls for a 4-meter depth using type W-325A-1000 concrete sheet pile, with one anchor installed at a depth of 3 meters. The anchor's tensile strength is 5.46 tonnes, resisting a force of 113.817 Tm with a diameter of 5 cm. Modelling analysis showed that unanchored sheet piles have a safety factor of 0.770 and exhibit lateral deformation of 0.00803 meters. Conversely, the addition of anchors enhances the safety factor to 1.146 and increases lateral deformation to 0.0195 meters, indicating that anchors significantly improve safety and reduce deformation.
ANALISA PERBANDINGAN DAYA DUKUNG DAN PENURUNAN TERHADAP VARIASI BENTUK PENAMPANG FONDASI TIANG PANCANG Wardani, Mila Kusuma; Syafiarti, Arintha Indah Dwi; Utami, Gati Sri; Lestari, Laras Laila; Mareta, Ganeca Efa
Jurnal Kacapuri : Jurnal keilmuan Teknik Sipil Vol 6, No 2 (2023): Vol 6, No 2 (2023 JURNAL KACAPURI : JURNAL KEILMUAN TEKNIK SIPIL (Edisi Desember
Publisher : Universitas Islam Kalimantan Muhammad Arsyad Al-Banjari Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31602/jk.v6i2.12880

Abstract

Gedung Rumah Sakit bertingkat struktur baja komposit dengan tanah dasar lempung berlanau berdasarkan hasil uji SPT sedalam 30 m. Berdasarkan hasil tersebut, diperlukan perencanaan fondasi sesuai syarat SNI 8460:2017 yakni aman terhadap daya dukung dan penurunan. Penelitian ini menganalisis perbandingan variasi dimensi dan bentuk penampang guna dipilih yang paling memenuhi syarat izin. Metode yang digunakan untuk perhitungan daya dukung sesuai data SPT yaitu Luciano Decourt, Meyerhof, dan Reese O’Neil. Perhitungan penurunan total berdasarkan metode Vesic dan Tomlinson. Hasil perhitungan daya dukung ultimate tiang pada variasi tiang D40 cm, D60 cm, 40 x 40 cm dan 60 x 60 cm jika diurutkan dari yang terbesar pada 60 x 60 metode Meyerhof (172,34 ton) dan yg terkecil pada D40 metode Luciano Decourt (54,16 ton). Dengan perbandingan kebutuhan tiang dimensi 40 cm ke 60 cm sebesar 33% dan peningkatan nilai efisiensi 5%. Penurunan yang terjadi pada tiang D40 cm, D60 cm, 40 x 40 cm dan 60 x 60 cm pada beban terbesar sebesar 330,38 ton yaitu 16,145 cm, 15,660 cm, 16,269 cm dan 15,660 cm. Berdasarkan hasil didapatkan alternatif yang disarankan yaitu tiang lingkaran D60 cm dan persegi 60 x 60 cm dengan metode Reese O’Neil yang telah memenuhi syarat izin 8460:2017.
Redesign Drainage Channel in Jetis District Mojokerto Regency Nurhayati, Dyan Eka; Syafiarti, Arintha Indah Dwi
Journal of Civil Engineering, Planning and Design Vol 3, No 1 (2024): May
Publisher : Faculty of Civil Engeneering and Planning - ITATS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jcepd.2024.v3i1.5975

Abstract

There are up to 50-centimeter-high puddles on the road due to the Jetis Road Drainage Channel in Mojokerto Regency's incapacity to handle the flood discharge from the drainage catchment area. The Jetis Road drainage channel's size and channel bed slope will be affected by the meeting point of the 1000 m long secondary channel and the Jetis Road drainage outlet. The objective of this research is to evaluate the efficiency of drainage channel design considering the implications of the drainage existing condition due to inconsistent dimension and sedimentation. The drainage channel is designed to handle a total discharge of 4.6 m3/sec during 10 years return of period. Under these circumstances, a trapezoidal channel with a width of one meter and a depth of two meters is needed. The Jetis Road drainage channel's enlarged dimensions result in a flood water level of 1.8. The Jetis Road drainage channel has a freeboard of 0.2 meters since the flood water level that occurs in the channel with its new dimensions is 1.8 meters. The flow rate in the intended channel serves as the control in this study to determine channel size. The channel's maximum flow velocity of 1.44 m/sec satisfies the 1.5 m/sec maximum flow velocity allowed in concrete channels.
ANALISIS ULANG STABILITAS LERENG BENDUNGAN TUKUL PACITAN AKIBAT CLIMATE CHANGE Syafiarti, Arintha Indah Dwi; Aulady, Mohamad Ferdaus Noor; Lestari, Laras Laila; Nurhayati, Dyan Eka; Pambudi, Biantoro
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 14 No. 2 (2025): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v14i2.54366

Abstract

This aim of this study is to evaluate the impact of climate change on the hydrological, hydraulic, and slope stability conditions of the Tukul Dam in the Kali Telu watershed, Pacitan. The methodology includes hydrological analysis using the Log Pearson Type III distribution, flood discharge estimation with the HSS Nakayasu method, and hydraulic simulation using HEC-RAS to determine maximum floodwater elevation. Slope stability was analyzed with Geostudio using the Bishop method to determine the factor of safety (FS). The results indicate that the maximum 1,000-year rainfall reaches 550.82 mm, generating a peak discharge of 1,152.26 m³/s, exceeding the design discharge of 380.73 m³/s. Hydraulic simulation showed a floodwater elevation of +183.59 meters, while slope stability analysis confirmed that all FS values remained above the safe limit of 1.30, ensuring dam stability. This study integrates updated hydrological data with geotechnical modeling to enhance understanding of dam resilience under extreme conditions. Recommendations include spillway capacity improvements, early warning systems, and continuous monitoring to mitigate future flood risks.
Co-Authors Alrizal, Fahmi Firdaus Aulady, Mohamad Ferdaus Noor Chung Chih- Chung Chung, Chung Chih- Dewi Kusumaningrum Dewi Pertiwi Fadlil Jalil Aslim Faisal Hamdan Faris Alqaisy Huang Wei-Hsing J, Kezia Nadella Jenny Caroline Jenny Caroline Jenny Caroline Kezia Nadella J Kurnia Hadi Putra Lestari, Laras L Lestari, Laras Laila M Ferdaus NA Mareta, Ganeca Efa Mega Kartika Sari R Mila K Wardani Mila Kusuma Wardani Mila Kusuma Wardani Mila Kusumawardani NA, M Ferdaus Nurhayati, Dyan Eka Pambudi, Biantoro Sekartadji, Ratih Siti Choiriyah Theresia Maria CA Theresia MCA Utami, Gati Sri Wardani, Mila K Wardani, Mila Kusuma Wei-Hsing, Huang Yanisfa Septiarsilia