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All Journal Journal of Engineering and Technological Sciences Jurnal Ilmu Kebencanaan : Program Pascasarjana Unsyiah Jurnal Teknik Sipil Teras Jurnal The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) Jurnal Irigasi JURNAL SAINTIS Jurnal Teknik Sipil dan Teknologi Konstruksi Inersia : Jurnal Teknik Sipil Jurnal Koridor Jurnal Teknik Sumber Daya Air International Journal of Disaster Management Aceh International Journal of Science and Technology Jurnal Teknik Sipil Journal of The Civil Engineering Student
. Azmeri, .
Civil Engineering - Syiah Kuala University
Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Mechanical Engineering Social Sciences Transportation

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KAJIAN LONCATAN HIDROLIK PADA KOLAM OLAK MODEL FISIK BENDUNGAN KRUENG SABEE KABUPATEN ACEH JAYA Muslem, Muslem; Azmeri, Azmeri; Syamsidik, Syamsidik
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 4 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i4.24742

Abstract

Hydraulic jump is a phenomenon that occurs in stilling basins from supercritical to subcritical conditions. The design of the Krueng Sabee dam aims to meet the needs of the people in the Aceh Jaya district. So this study aims to identify the behavior of hydraulic jumps that occur in energy dissipators in the form of jump height and energy dissipation to obtain an optimal design. The research method is a physical model study with an undistorted scale of 1:30. The energy dissipator used in this plan is the USBR IV stilling basin type. The discharge flowed on the physical model of the Krueng Sabee dam with return periods of Q2, Q5, Q10, Q25, Q50, Q100, and Q1000 years. Tests were carried out on 2 types of models, namely the Detail Engineering Design (DED) model series and the modified model series. In the modified model series, the addition of a 3 m high slope with a slope of 1:2, the elevation of the stilling pool was lowered to a depth of 3 m, and the addition of the length of the stilling pool was 4.8 m. The results of this study indicate that the modified series model is more optimal than the DED series model. The pattern of high jump and jump length increased against Froude numbers on the upstream jump showed a series of modified models better. The results of energy dissipation observations show that the modified model series is more competitive. The highest relative hydraulic jump ((y1-y2)/y1) that occurred in the modified model series was 19.40 (almost 3 times higher) than the highest ((y1-y2)/y1) model of the DED series model, which was 6.54. In the modified series, the farther Lj/y1 occurs the greater ∆E/y1 generated. On the other hand, there is a large decrease in relative energy dissipation (∆E/y1) with increasing relative hydraulic jump length (Lj/y1) in the DED series. The results of the analysis show a large decrease in ∆E/y1 to an increase in the ratio y1/y2 in both series of stilling basin models.     
Analisis Kinerja Pelayanan Air Bersih PDAM Tirta Daroy Kota Banda Aceh Haiqal Haiqal; Azmeri Azmeri; Eldina Fatimah
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 3 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i3.16643

Abstract

Perusahaan Daerah Air Minum (PDAM) is a business entitiy owned by the Aceh government which has business scope in managing drinking water and managing fresh water facilities to improve the welfare of the city citizens.. PDAM Tirta Daroy is an agency that serves the drinking and fresh water distribution for Banda Aceh city, in the 2017 PDAM Tirta Daroy has achieved “Health” status woth value 3,11 which is ranked 130 out of 378 PDAM assessed throughout Indonesia. Even though PDAM Tirta Daroy has achieved health status there are still customers who complaint receiving distribution of fresh water with very disssapointing quality so that the analyses study of fresh water is needed for the PDAM Tirta Daroy in 2018. The problem in this study is how the performance of PDAM Tirta Daroy fresh water services in 2018. The purpose of this study is to determine the performance of PDAM Tirta Daroy against the fresh water supply system in Banda aceh city and PDAM Tirta Daroy strategy in improving performance related to the current fresh water services. The research methodology initially began with the collecting the primary and secondary data, the interviews results are written descriptively in accordance with the activities that occur. After conducting primary and secondary data in 2018 data then processed using Balance Scorecard and SWOT analysis. The results of this study is to find out the value of PDAM performance based on the 4 aspects of Balanced Scorecard which are financial aspects, services, operational, and Human resources aspects, and the PDAM Tirta Daroy strategy in an effort to improve the problems of fresh water services in Banda Aceh city.  
KAJIAN OPTIMASI PEMANFAATAN EMBUNG PAYA SEPAT UNTUK MEMENUHI KEBUTUHAN AIR IRIGASI D.I. CUBO TRIENGGADENG ZONA III KABUPATEN PIDIE JAYA Ivan Mirza; Ella Meilianda; Azmeri Azmeri
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 1 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i1.16451

Abstract

The Cubo Trienggadeng Irrigation scheme has a potential area of 1,545 Ha while the functional area is 1,090 Ha. Based on the Irrigation Network scheme, Cubo Trienggadeng Irrigation Area consists of 3 (three) zones: Zone I, Zone II and Zone III. In Zone III of the Cubo Trienggadeng Irrigation Area which is the latest area receiving water from the Cubo Trienggadeng Weir often occurs in water shortages especially during the Gadu planting season (second planting season). Paya Sepat irrigation is the reservoir found in Zone III D.I. Cubo Trienggadeng that is not being fully optimized in use. This study aims to optimize the utilization of Paya Sepat Reservoir so that it can meet irrigation water demand in Zone III D.I Cubo Trienggadeng by using the Water Balance method. This reservoir does not have a channel that supplies inflow discharge, so rainwater harvesting becomes a parameter in analyzing the supply of water to the reservoir. The optimization technique used uses a non-linear program using the Solver facility in Microsoft Excel software. Based on the results of the calculation of irrigation water requirements for an area of 204.50 Ha in the Gadu planting season, the maximum volume of irrigation water demand is 40,461.55 m3 at the first period in June, from the results of the optimization using the Maximize Release method, the results show that the water reservoir in Paya Sepat Reservoir can meet the water requirements in the Gadu planting season with an average reliability of 100%. Therefore, it is necessary to regulate the release of irrigation water that is well regulated and coordinated between the reservoir management and water users/farmers.
SISTEM JARINGAN DISTRIBUSI AIR BERSIH PDAM TIRTA TAWAR KABUPATEN ACEH TENGAH Zamzami Zamzami; Azmeri Azmeri; Syamsidik Syamsidik
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 1 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i1.10330

Abstract

The provision of clean water in Takengon City, Aceh Tengah Regency is provided by PDAM Tirta Tawar, one of which is through the water network of Oregon Mendale Water Treatment Plant (IPA). However, a preliminary survey at the Oregon Mendale IPA source suggested inadequate water for the community. The aim of this research is to know the factors that must be fulfilled so that a clean water network system can run smoothly. This includes water flow, pressure and flows continuity, maximum daily factor (Fmax) and real peak factor (Fpeak) of the existing network. This study is also to understand the clean water distribution network in the Oregon Mendale IPA resource area. This research uses a descriptive method and field observation. This study suggests the following: the average water consumption is 0,426 m3/customer/day, the maximum water pressure is 1.517 m and the continuity of flow is 6 hours every day. The maximum daily factor value (Fmax) in Kecamatan Kebayakan is 1.13-1.39 and the peak hour factor (Fpeak) is 1.13-1.41. These results suggested that the existing Oregon Mendale IPA is not running optimally.
TINGKAT KEKUMUHAN DAN PENANGANAN PADA PERMUKIMAN DESA BALE ATU KECAMATAN LUT TAWAR KABUPATEN ACEH TENGAH Arie Julianda; Azmeri Azmeri; Eldina Fatimah
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 2 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i2.16563

Abstract

Aceh Tengah District is one of the districts that have slum settlements. Based on the Decree of the Regent of Central Aceh No. 188.55 / 775 / DCKP / 2014, the determination of housing and slums in Central Aceh District includes 23 villages in 6 sub-districts, with a total area of 189.59 Ha. Bale Atu Village, located in Lut Tawar Subdistrict, is one of the very slum hamlets with a value of 4.22 and has a slum area of 0.56 Ha out of a total area of 2.5 Ha. Besides, Bale Atu Village is located in the center of Takengon City and a trade center as a strategic area, which must be immediately addressed so that slum areas do not expand. This study aims to evaluate the current level of a slum in the village of Bale Atu, and identify the current form of slum settlement. This research uses qualitative methods through observation and interviews and quantitative methods through a weighting system. Evaluation of the level of slum and handling is carried out based on the Technical Guidelines (Juknis) of the Regulation of the Minister of Public Works and Public Housing of the Republic of Indonesia (Permen PUPR RI) No. 02 / PRT / M / 2016. Evaluation of the level of slum includes aspects of slum conditions, aspects of land legality, and other aspects of consideration. The form of handling is based on the typology of slums and the physical handling of infrastructure. The results showed that the slum level of the settlements in Bale Atu Village was light slum with a total score of 23, and the slum level of all hamlets was a light slum where the total score of Dusun Barat was 31, Dusun Timur was 33, Dusun Utara was 29, and Dusun Selatan of 21. The form of slum settlement in Bale Atu Village is based on typology by handling hilly typology, and based on physical infrastructure, it is carried out through a restoration pattern. The handling of slum settlements in Bale Atu Village and all its hamlets is included in the 3rd priority scale of handling in Laut Tawar District.
DAMPAK LINGKUNGAN PELABUHAN PENYEBERANGAN ULEE LHEUE SETELAH PENGEMBANGAN TAHUN 2017 DAN SOLUSI PENGELOLAANNYA Wien Linge; Azmeri Azmeri; Eldina Fatimah
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 2, No 3 (2019): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v2i3.13457

Abstract

In overcoming the growing flow of passenger ship (ferry), a development at the Ulee Lheue ferry port has been carried out. This phase I development activities has been carried out, and has the potential to cause positive and negative impacts on the environment at the operational stage. This study aims to identify the environmental impacts of the Ulee Lheue ferry port after the 2017 development at the operational stage, and its management solutions, as well as identify the level of importance and satisfaction of passengers in the 2017 Ulee Lheue ferry port development activities. Lheue, Deah Geulumpang, Deah Baro and Alue Deah Teungoh. This research uses quantitative and qualitative methods. Environmental impacts in the operational phase that are reviewed are socio-economic aspects and socio-cultural aspects. Data processing consisted of validity and reliability tests, while the data analysis used descriptive analysis using Statistical Product and Service Solution (SPSS) software version 22, as well as biplot analysis using Minitab version 16 software. The results showed that the impact on socio-cultural aspects was labor recruited not from the local population, and conflicts between various drivers, while the impact on the socio-economic aspects was open business opportunities, increased economy of Banda Aceh City, open employment opportunities for security workers, and increased economy outside the City of Banda Aceh. The solution to managing the socio-cultural aspects is to add additional KP3 personnel, KP3 personnel are equipped with handy talky equipment, while the solution to the management of socio-economic aspects is priority placement for local workers according to educational qualifications, and priority placement for local people in business opportunities. An important development activity that is already satisfied is the building of sterile fences, an important but not satisfied development activity is the lobby building, and the development activities that are not important but not satisfied are the drop off buildings.
STUDI EROSI DAN SEDIMENTASI PADA SUB-DAS KRUENG KEUREUTO KABUPATEN ACEH UTARA Bayu Agustian; Masimin Masimin; Azmeri Azmeri
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 1 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i1.10363

Abstract

The changing of land use within a watershed area causes erosion and sedimentation. Soil erosion within the watershed is controlled by the climate, nature of the soil, topography, vegetation and human activities. The loose soil materials in the runoff flow result in sedimentation from which the capacity of a built dam is reducing. The research area of this study is sub-watershed of Krueng Keureuto. This sub-watershed provides water as well as soil sedimentation to Keuruto Dam. This research aims to determine the rate of erosion and sedimentation within the sub-watershed of Krueng Keuruto in Aceh Utara District. Revised Universal Soil Loss Equation (RUSLE) model and Modified Universal Soil Loss Equation (MUSLE) model integrated into GIS were used to get the picture of spatial erosion and sedimentation at the investigated site. This research estimated the rate of erosion at the sub-watershed of Krueng Keuruto as much as 1,127 ton/ha/year or 25.684,87 ton/year. The sedimentation shows continuously building up. Annual sedimentation yield (As) is approximately 2.868,94 ton/year.
PENANGGANAN JARINGAN IRIGASI KRUENG BARO KABUPATEN PIDIE MELALUI ANGKA KEBUTUHAN NYATA OPERAISONAL DAN PEMELIHARAAN (AKNOP) Nofrizal Nofrizal; Azmeri Azmeri; Ella Mailianda
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 2, No 4 (2019): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v2i4.14950

Abstract

Krueng Baro Irrigation Area is one of the irrigation areas which is focused on increasing food crop productivity in Pidie District. To support the existence of the irrigation, of course, it must be supported by a well-organized irrigation system, so an effective irrigation network management system is needed through the O and M program. O and M activities require a truly real value or cost figure which is the result of the search for irrigation networks known as the real operation and maintenance demand value. The physical condition of the Krueng Baro Irrigation Network if viewed from the results of the irrigation network inventory still has many obstacles that hamper the fulfillment of rice water needs, including physical damage to buildings and irrigation channels. The evaluation of irrigation network performance is the first step in the preparation of the real operation and maintenance demand value, the rate of performance of the Krueng Baro Irrigation Area network is 68.06% (BWSSI, 2017) which falls into the less category and needs attention. This study aims to identify Irrigation Network O and M activities and the real operation and maintenance demand value Krueng Baro irrigation. The research method is in the form of observations / field observations and documentation to obtain the existing conditions of irrigation networks which subsequently identify O and M plans and preparation of the real operation and maintenance demand value. After the preparation of the real operation and maintenance demand value was obtained the output of the value of the real cost requirement in carrying out routine operations was only 0.53% (IDR 529,180,000.00), Routine Maintenance 6.52% (IDR 6,510,464,300.00), while for Periodic Maintenance is very large, namely 92.95% (IDR. 92,764,196,192.00) compared to the overall total cost (IDR. 99,803,840,492.00). In order to achieve the full O and M Plan and the real operation and maintenance demand value Krueng Baro Irrigation Network due to the limited budgetary budget so is divided into a 5-year priority program plan reference to Minister of Public Works and Housing Regulation No. 12 / PRT / M / 2015 with the first year priority carried out on the main building which greatly influences performance and function of the irrigation system such as turnover of intake doors, olak ponds and upstream weir sediment excavation and some buildings and channels that have been destroyed and not functioning on the carrier channel.
MODEL PENGEMBANGAN DALAM MENINGKATKAN KUALITAS LINGKUNGAN FISIK KAWASAN SIMPANG TUJUH ULEE KARENG BANDA ACEH Efa Maisara; Ashfa Achmad; Azmeri Azmeri
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 2 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i2.16559

Abstract

The rapid area development phenomenon which is not undirected and uncontrolled as well as the rapid population growth becomes the problems related to the spatial utilization. The area requires the proper management both building and environment such as in Simpang Tujuh Ulee Kareng (STUK) Area located in Banda Aceh as economic activity center area both service and trade of Ulee Kareng Community.STUK development due to strategic location, high accessibility and activity actors improvement can impact the traffic problem and unwell informal sector activity affecting the decrease of environment quality from bio-physical and socio-economic aspects if not balanced by the area capacity improvement. This research aims to find out the difference of STUK environment quality between bio-physical and socio-economic aspects according to community and compile the model of STUK Area Development in improving urban environment quality. The advantage of the research is providing the information and input to Banda Aceh Government. The methods used are qualitative and quantitative. The questionnaires were distributed to 100 respondents in obtaining the primary data as well as FGD inviting both community and government elements.The research results that both bio-physical and socio-economic aspects highly affect environment quality decrease in which the traffic affecting 70.41% and legal aspect affecting 57.51%. The results meet ANAVA analysis resulting that the highest average difference of these two aspects is 0.52. FGD implementation results that the community highly supports the management of STUK Area using the proper area development model. The model applied is renewal method using land consolidation system.
IDENTIFIKASI POLA ALIRAN DI SEKITAR DAERAH GENANGAN BANJIR Indra Satria; Azmeri Azmeri; Yulia Hayati
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 3 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i3.16646

Abstract

Johan Pahlawan Sub-district especially Leuhan Village and Blang Beurandang Village is a residential area that was hit by a flood inundation. Rainfall intensity and flow pattern conditions cause inundation. Puddles result in physical damage to home components and cause a number of losses, with varying levels of inundation and water levels. This analysis study was conducted with the aim of identifying the condition of the pattern of drainage flow around the flood inundation area. The research approach is in the form of quantitative and qualitative research. Identification results obtained: The pattern of land flow and drainage in the form of flow direction is in accordance with the topographic conditions of the study area, with channel conditions such as shrubs, constriction and at certain points with conditions of low contoured areas so that inundation is prone to improvements such as maintenance activities and repair.
Co-Authors 'Aini, Qurratul Achmad,A Al-Huda, Nafisah Alfian Yulianur Alfiansyah Yulianur Alfiansyah Yulianur Alfiansyah Yulianur Alfiansyah Yulianur Alfiansyah Yulianur BC Amir Fauzi Amir Fauzi Amir Fauzi Amir Hamzah Isa Aprila, Mellita Ari Herfiansyah Arie Julianda Arif, A.A. Ashfa Achmad Asri Syahrial Bayu Agustian Cut Dwi Refika Cut Mutiawati Cut Mutiawati Darsina, Sri Deva Canubry Devi Sundary Devi Sundary Devi Sundary Dian Safiana Diana Sapha Dianto, Rinal Dirwan Dirwan Dody Resmal Efa Maisara Eko Yulianto Eldiana Fatimah Eldina Fatimah Ella Mailianda Ella Meilianda Enny Irmawati Hasan Erwin Ferdinansyah Erwin, Riza Faris Zahran Jemi Faris Zahran Jemi Fauzi , Muhammad Ferdinansyah, Erwin Geral Midyen Hadihardaja - Haiqal Haiqal Hairul Basri Hasan, Enny Irmawati Henny Herawati Herri Affandi Hilda Mufiaty Ifrayaski Ifrayaski Imam Faudli Indra Satria Irma Yanita Irma Yanita, Irma Irwansyah Irwansyah Isa, Amir Hamzah Isya, M. Ivan Mirza Iwan K Iwan K. Hadihardaja Iwan K. Hadihardaja Iwan Kridasantausa Iwan Kridasantausa, Iwan Listia, Vina M. Isya Machdar,I Maimun Rizalihadi Maimun Rizalihadi Maimun Rizalihadi Maimun Saputra Maimun Saputra Maimun Saputra Maryati Maryati Masimin Masimin Maulidan Mahmud Meylis Safriani Mochammad Afifuddin Mubarak Mubarak Mubarak Mubarak Muhammad Fauzi Muhammad Isya Muhammad Sulaiman Muhammad Zaki Munirwansyah Munirwansyah Munzirwan Habibi Muslem Muslem, Muslem Nafisah Al Huda Nazar, Teuku Mochamad Nazli Ismail Nina Shaskia Nofrizal Nofrizal Nur Aisya Amalia Oktaparizi, Rio Putra, Teuku Devansyah Qurratul Aini Rahmadi . Rahmawati , Tuti Rahmi Nia Ivana Renni Anggraini Reza Kasury, Ahmad Rima Vinanda Rio Oktaparizi Riza Erwin Safrida . Setia Budi Setia Budi Shafur Bachtiar Sofyan M. Saleh Sri Darsina Sri Legowo Sri Legowo Sri Legowo Sri Legowo Sri Legowo Sukma Meutia Sundary, Devi Suriyadi Suriyadi Syahrial, Asri Syamsidik Syamsidik Syamsidik Syamsidik Syamsidik, Syamsidik Teuku Devansyah Putra Teuku Mochamad Nazar Uli Zahrati Uswatun Hasanah Vina Listia Wien Linge Winardi Winardi Winardi Winardi Yafi, Muhammad Yulia Hayati Yusni Eva Cus Endang Zahrah, Nurrul Zamzami Zamzami Ziana Ziana Ziana, Ziana Zubaidah R, Zubaidah Zubaidah Zubaidah