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All Journal JURNAL TEKNIK HIDRAULIK Aceh International Journal of Science and Technology Jurnal Teknik Sipil Journal of The Civil Engineering Student
Ziana Ziana
Department Of Civil Engineering, Syiah Kuala University
Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Engineering Transportation

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 1 
Mapping of Flood Inundation and Eco-hydraulic Analyses to Minimize Food Discharge in Tributaries Ziana Ziana; Azmeri Azmeri; Alfiansyah Yulianur; Ella Meilianda; Mubarak Mubarak
Aceh International Journal of Science and Technology Vol 12, No 1 (2023): April 2023
Publisher : Graduate Program of Syiah Kuala University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.13170/aijst.12.1.31120

Abstract

Eco-hydraulic analyses begin with the arrangement of tributaries. This research aimed to minimize the discharge of flood run-off downstream and map the flood inundation by spatial analysis uses DEMNAS data and mapping of flood inundation areas using ArcGIS. Analysis of return period flood points using HEC-RAS version 5.0.7. The data needed is the cross section of the river, the distance between the sections, the Manning's roughness number, the return period flood discharge and the slope of the river. The integration between topographic maps, watersheds and flood water levels can display areas that are potentially affected by inundation floods, so that the flood inundation limits and flood inundation areas can be calculated. This research examined proper eco-hydraulics design so that it could reduce discharge, identify locations prone to flooding, and describe the magnitude of the flood impact quantitatively. The results eco-hydraulic method obtained the design border width of 100 m, the condition before the existing river border arrangement was carried out, the inundation height was 0.30 – 1.13 m and after the river border arrangement the discharge could be reduced to 113.09 – 209 m3/s and the inundation height is 0 – 0.31 m. Based on the research results, it is known that border arrangement can provide benefits for flood control measures.
STUDI PERENCANAAN DAN PENGELOLAAN BANGUNAN SARANA AIR BERSIH BERBASIS PARTISIPASI MASYARAKAT DI DESA PAYA BEKE Ziana Ziana; Suhendrayatna Suhendrayatna; Mulyadi Mulyadi
JURNAL TEKNIK SIPIL Vol 3, No 1 (2013): Jurnal Teknik Sipil Volume 3, Nomor 1, September 2013
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Planning and building of water supply in rural areas aimed at helping rural communities who do not have access to adequate clean water especially medium to lower income people. Not all communities in the District of Reparation Nara have clean water in their homes - each, the tough get clean water every day and spend the time to get their water through the trail and winding road to get to the water source. Based on these problems, this study aimed to complement the building plan of clean water that can be distributed to neighborhood residents with community participation in the management and in maintenance. The study was conducted by calculating the water needs of the people and community participation in the management of water supply through the distribution of questionnaires (questionnaire) contains several questions relating to the need for clean water. This method is done by descriptive surveys with making analytical processing of data in terms of percentage in the form of a bar chart to make a conclusion. The results showed that through the design of the building is the public water supply already has a concept to build a clean water future. The results of the questionnaire showed people are looking forward to construction of water supply, and is ready to support the development and management. The study design of buildings generate clean water to meet the needs of clean water for the village of Paya Beke with and management by promoting community involvement in both systems management and maintenance ongoing basis.
Peninjauan Nilai Efisiensi Saluran Sekunder Reuleut pada Daerah Jaringan Irigasi Krueng Tuan rizki aulia hidayatullah; Ziana Ziana; Nina Shaskia
Journal of The Civil Engineering Student Vol 3, No 2 (2021): Volume 3, Nomor 2, Agustus 2021
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/journalces.v3i2.12523

Abstract

Daerah Irgasi Krueng Tuan merupakan salah satu daerah irigasi yang terletak si Kabupaten Aceh Utara dengan luas wilayah sawah yang dialiri adalah1.731 ha. Saluran sekunder Reuleut merupakan bagian daripada Daerah Irgasi Krueng Tuan yang berfungsi untuk mengalirkan air menuju ke sawah dari sumber air. Dalam perencanaan saluran  perlu diasumsikanbahwa akan terjadinya kehilangan air baik di saluran ataupun dipetak sawah sehingga diperlukannya  nilai efisiensi  agar seluruh petak sawah dapat teraliri air. Penelitian ini bertujuan untuk mengetahui nilai efisiensi dari pada saluran sekunder Releut. Pada penelitian ini efisiensi saluran sekunder Reuleut didapatkan dengan membandingkan debit air yang keluar dari saluran dengan debit air yang masuk ke saluran dan nilai debit diperhitungkan dengan menggunakan mean section method. Berdasarkan penelitian yang telah dijalankan pada saluran sekunder Reuleut dapat diketahui bahwa nilai efisiensi saluran sekunder Reuleut adalah 80%. Hal ini disebabkan karena adanya 4 ruas dari saluran sekunder Reuleut yang nilai efisiensi salurannya kurang daripada efiisiensi izin.       
Studi Pemakaian Air Pada Jaringan Air Bersih Kabupaten Aceh Besar (Studi Kasus : Kecamatan Peukan Bada) Erdi Nursyah; Ziana Ziana; Amir Fauzi
Journal of The Civil Engineering Student Vol 2, No 2 (2020): Volume 2, Nomor 2, Agustus 2020
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Perusahaan Daerah Air Minum (PDAM) Tirta Mountala cabang Darul Imarah merupakan salah satu operator air bersih di Kabupaten Aceh Besar yang melayani beberapa Kecamatan salah satunya adalah Kecamatan Peukan Bada yang memiliki luas wilayah 36,25 km². Kecamatan Peukan Bada dengan jumlah penduduk 17.792 jiwa membutuhkan air bersih sebesar 2.668.800 liter/hari. Tujuan dari penelitian ini adalah untuk mengetahui jumlah desa yang kelebihan atau kekurangan air bersih. Nilai dari distribusi rata-rata pemakaian air bersih PDAM Tirta Mountala terbesar pada tahun 2016 adalah 98,31% sedangkan yang terkecil adalah 49,29%. Pada tahun 2017 nilai pemakaian air bersih rata-rata sebesar 88,41% dan terkecil sebesar 29,88%. Terjadi penurunan nilai pemakaian air bersih dari tahun 2016-2017 hal ini disebabkan penambahan pelanggan baru pada tahun 2017.
Mitigasi Bencana Banjir Genangan pada Blok Drainase Lhok Banie Kota Langsa Melalui Pemodelan Profil Muka Air dan Kolam Retensi Nina Shaskia; Azmeri Azmeri; Ziana Ziana; Meyrizka Salsabila
JURNAL TEKNIK HIDRAULIK Vol 17, No 1 (2026): Jurnal Teknik Hidraulik
Publisher : Direktorat Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32679/jth.v17i1.839

Abstract

The Syiah Kuala primary drainage channel in the Lhok Banie drainage block is located in Langsa Barat sub-district, Langsa City. This channel often experiences flooding due to the incapability of existing drainage channel to convey and accommodate stormwater discharge. One of the efforts to mitigate flood inundation is by conducting flood inundation modeling. This research aims to evaluate drainage channel capacity through water level profile modeling as well as to analyze the use of retention ponds as inundation flood control solution. Calculation of flood discharge is carried out using a modified rational method for subsequent use in modeling. Water level profile modeling using the HEC-RAS application was performed on a 2419 m long primary drainage channel and the retention pond analysis was conducted by considering the inflow and outflow discharge in the retention pond. The results of water level profile modeling with HEC-RAS show that the flood discharge elevation is above the elevation of the drainage channel cross-section. This means that the drainage channel capacity will no longer be able to accommodate the flood discharge for a 5-year return period. The channel experiences overtopping throughout its cross-section with maximum overtopping height of 1.23 m located in the channel downstream. The results of calculations for the retention pond using a pump with a capacity of 0.2 m3/s generate a retention pond volume of 32,678.92 m3. This retention pond was planned as flood storage area to temporarily store flood discharge in the Lhok Banie drainage block which has the potential to inundate the city, so that flood risk can be controlled.
Co-Authors . Azmeri, . Alfiansyah Yulianur Alfiansyah Yulianur Ambiya Rizkillah Amir Fauzi Amir Fauzi Cut Dwi Refika Eldina Fatimah Ella Meilianda Erdi Nursyah Marini Bravikawati Meyrizka Salsabila Mubarak Mubarak Muhammad Ilham Muhammad Iqbal Mulyadi Mulyadi Nina Shaskia Rivaul Muzammil rizki aulia hidayatullah Suhendrayatna Suhendrayatna