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All Journal Dinamisia: Jurnal Pengabdian Kepada Masyarakat Portal: Jurnal Teknik Sipil JURNAL TEKNIK SIPIL UNAYA Tameh : Journal of Civil Engineering Jurnal Pengabdian Masyarakat Bangsa Journal of Planning and Research in Civil Engineering Journal of Community Services: Sustainability and Empowerment Jurnal Teknik Sipil
Tety Sriana
Universitas Abulyatama
Agriculture, Biological Sciences & Forestry Arts Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Medicine & Pharmacology Nursing Physics Public Health Social Sciences Transportation Other

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Pemanfaatan Limbah Kayu Menjadi Suvenir Menggunakan Teknik Resin di Desa Tanjung Selamat Silviana, Mery; Lindawati, Lindawati; Amalia, Amalia; Ridha, M.; Meliyana, Meliyana; Sriana, Tety; Zulkarnaini, Zulkarnaini
Jurnal Pengabdian Masyarakat Bangsa Vol. 2 No. 5 (2024): Juli
Publisher : Amirul Bangun Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/jpmba.v2i5.1112

Abstract

Pemanfaatan limbah industri menjadi fokus utama dalam berbagai sektor, termasuk industri kerajinan. Salah satu inovasi yang menarik perhatian adalah penggunaan limbah serbuk kayu sebagai bahan baku pembuatan suvenir dengan bantuan resin. Limbah serbuk kayu, yang sebelumnya dianggap sebagai produk sampingan tak bernilai dari industri perkayuan, kini dapat ditransformasikan menjadi produk bernilai tinggi. Desa Tanjung Selamat terletak di Kecamatan Darussalam, Kabupaten Aceh Besar, Provinsi Aceh Desa ini berdekatan dengan dua perguruan tinggi negeri terkemuka di daerah itu. Permasalahan yang dihadapi masyarakat setempat adalah kurangnya pengetahuan dan keterampilan yang menghalangi mereka untuk melihat peluang pasar di daerah tersebut. Pemberdayaan masyarakat melalui pelatihan dan pendampingan tentang cara mengubah limbah kayu menjadi produk suvenir dengan resin diharapkan dapat mengembangkan pengetahuan dan keterampilan masyarakat dalam meningkatkan peluang ekonomi Masyarakat. Pemberdayaan dilaksanakan dengan memberikan pengetahuan tentang limbah kayu serta pelatihan dalam memanfaatkan limbah kayu menjadi souvenir berbasis resin.
Analisis Kerusakan Perkerasan Ruas Jalan Mengunakan Metode Bina Marga Situmeang, M Hasudungan; Amalia, Amalia; Sriana, Tety
Jurnal Teknik Sipil Unaya Vol 11, No 1 (2025): Januari 2025
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v11i1.5848

Abstract

The Teuku Nyak Arief Cemetery Road Section of Aceh Besar Regency is a provincial road that connects Krung Barona Jaya District and Syiah Kuala District with a road length of 4,378 meters and a width of 6 meters which stretches from the cot iri bridge to the lamnyong bridge, The condition of the road section currently has some damage this is certainly very disturbing to road users who pass through the road section. The purpose of this research is to identify road pavement damage including the type and level of damage so that the value of pavement conditions and alternative handling of road damage can be known using the Bina Marga Method. This method reviews the volume of traffic and the type of damage that occurs on the pavement. The evaluation results show that the damage that occurs on the road section includes grain release 41.00%, damage area 1664.29 m2, crocodile skin cracks 31.89% damage area 1296.60 m2, holes and patches 13.80%, damage area 561.07 m2, collapse 10%, damage area 408.01 m2, random cracks 3.06%, damage area 125.59 m2, longitudinal cracks 0.15%, damage area 5.88 m2, transverse cracks 0.10%, damage area 3.70 m2,. The UP value on the Makam Teuku Nyak Arief Road Segment of Aceh Besar Regency is categorized in moderate condition, so it needs serious handling from the government / authorized agencies to immediately make improvements so that the carrying capacity of the pavement can be restored to conditions in accordance with the plan.
Analisis Debit Banjir Metode Hidrograf Satuan Sintetis (HSS) Nakayasu dan Synder pada Krueng Sabee Aceh Jaya Muhammad Ridha; Amalia; Muhammad Zardi; Tety Sriana; Mery Silviana; Meliyana; Susi Sakia
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.1000

Abstract

Krueng Sabee is one of the rivers located in Krueng Sabee District, Aceh Jaya Regency. Krueng Sabee has a main river with a length of 33.27 km and a watershed area of 380.90 km2 and an average river elevation of 0.4%. Krueng Rusi and Krueng Cangeh divide the Krueng Sabee River flow in the upstream. Krueng Sabee often overflows which causes flooding around its flow area. To determine the design flood discharge for the Return Period (PU) of 2.5, 10, 25, 50 and 100 years that occurred in Krueng Sabe using the HSS Nakayasu and HSS Synder Methods is the main objective of this study. Rainfall data used from station A in Pulo Raya Village and station B in Pante Kuyun Village. The flood discharge for Return Period (PU) 2, 5, 10, 25, 50, and 100 is 1716.66 m³/sec, 1985.10 m³/sec, 2162.83 m³/sec, 2387.39 m³/sec, 2553.99 m³/sec and 2719.36 m³/sec is the result of the Nakayasu HSS Method analysis. The Snyder HSS method, obtains the design flood discharge values for various Return Periods (PU) as follows: 2 years 14,479.83 m³/s, 5 years 16,746.64 m³/s, 10 years 18,247.47 m³/s, 25 years 20,143.77 m³/s, 50 years, 21,550.55 m³/s Return Period 100 years 22,946.95 m³/s. It was found that the Snyder Synthetic Unit Hydrograph (HSS) method produces a larger flood discharge compared to the Nakayasu HSS.
Studi Kapasitas Dan Tingkat Pelayanan Jalan: (Studi Kasus Jalan Mr. Muhammad Hasan Kota Banda Aceh) Sriana, Tety; Hayati, Kemala
Tameh Vol. 10 No. 1 (2021): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v10i1.142

Abstract

Mr. Muhammad Hasan is street one of the entrance gates to Banda Aceh City. The condition of the road is in steady condition, with a two-lane, two-way type divided with a median of 1.5 m wide. The role of this road is very strategic, considering that if a tsunami occurs, this road is one of the community's escaped roads. The results of initial observations of this road are still in a comfortable condition to drive, but it is necessary to research the level of service to anticipate its role as an escape road. Based on that, we want to know how the level of service on Jalan Mr. Muhammad Hasan. The purpose of this study was to determine the level of service Jalan Mr. Muhammad Hasan using the 1997 MKJI method. Data were collected through a survey of traffic volume and speed for 3 (three) days, namely Thursday, Friday and Sunday. The duration of the survey is 07.00-18.00 with 8 (eight) surveyors. The traffic volume is multiplied by the number emp, so we get the amount of flow at peak hours in the morning, afternoon and evening. The result of recording speed in m/second is converted to km/hour. Furthermore, the capacity of city roads, free flow speed and degree of saturation is calculated. Based on the value of capacity, speed and degree of saturation, the value of road service level is obtained. Based on the calculation results, the highest peak hours on observation day occurred in the afternoon, namely Thursday at 15.45-16.45 (2144 p.m./hour), Friday at 16.15-17.15 (2295 p.m./hour) and Sunday at 17.00-18.00 as many as 1698 smp/hour. hour. The capacity of the road on the three observation days was 6178 pcu/hour and the speed was 53.01 km/hour. The lowest degree of saturation occurred on Sunday afternoon at 0.18 and the highest occurred on Friday at 0.54 and overall it was still below 0.75 so there was no need for a scenario. The level of service in the morning and afternoon (Thursday, Friday, Sunday) still shows a value of A, while on Monday afternoon it becomes C and on Friday and Sunday it slightly decreases to B.
Analisis Hubungan Volume, Kecepatan Dan Kepadatan Jalan Dengan Model Greenshields, Greenberg Dan Underwood Ridha, Muhammad; Silviana, Mery; Amalia, Amalia; Zardi, Muhammad; Sriana, Tety; Khalis, Muhammad
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 3 No 3 (2024): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v3i3.877

Abstract

Salah satu jalan yang memliki volume lalulintas yang besar di Banda Aceh adalah jalan T.Nyak Makam yang berada pada posisi 5°33'52.80"N dan  95°20'36.19"E, setiap harinya digunakan oleh masyarakat untuk menunjang berbagai aktifitas kegiatan untuk menuju ketempat bekerja, Usaha maupun kesekolah bagi pelajar. Untuk kebutuhan data pada penelitian ini maka dilakukan survey pengamatan lalu lintas dilapangan selama 12 jam yaitu jam 07.00-18.00 WIB yang dilaksanakan pada hari, senin tanggal 7 Oktober 2024. Selain data volume lalulintas di jalan T. nyak makam, diambil juga data kecepatan lalulintas kendaraan, data ini diambil pada jarak 50 meter. Untuk menganalisa volume, kecepatan dan kepadatan lalu lintas ini digunakan model liner Greenshields, Greenberg dan Underwood. Untuk model Greenshields kecepatan-kepadatan (S-D) S = 30,74 – 0,15D, volume-kecepatan V = 205,15S – 6,67S2, volume-kepadatan V = 30,74D – 0,15D2. Model Greenberg, kecepatan-kepadatan (S-D) S = 4,92Ln(5972,09/D), volume-kecepatan V = 5972,091Se-s/4,92, volume-kepadatan V = 4,92DLn5972,09/D. Model Underwood kecepatan-kepadatan (S-D) S = 31,30e-D/166,6, volume-kecepatan V = 166,6SLn31,3/S, volume-kepadatan V = 31,3De-D/166,6. Untuk jalan T. Nyak Makam model yang dapat dikatakan paling sesuai adalah Greenshield dengan nilai volume lalu lintas paling rendah yaitu Vm = 1.576,86 Smp/Jam.
Analisis Hidrologi, Hidrolika untuk Penampang Persegi Panjang, Trapesium dan Segitiga Berdasarkan Pedoman Perencanaan Saluran Jalan Departemen PU (Pd.T-02-2006.B) Muhammad Ridha; Amalia, Amalia; Sriana, Tety
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1107

Abstract

The geometric shapes of various types of drainage commonly used are: rectangular, usually used in urban areas; trapezoidal, used in agricultural areas for irrigation; and triangular. This study was conducted in Pieyeung Datu Village, Montasik Subdistrict, Aceh Besar Regency. For hydrological data (rainfall), rainfall data from Aneuk Glee Village, Aceh Besar Regency was used for station 1 and Meunasah Baro Village, Seulimeum Subdistrict, Aceh Besar for station 2. The distribution and suitability tests followed the Log Pearson Type 3 distribution. The concentration time analysis yielded a result of Tc = 14.096 minutes, and the 5-year return period discharge (Q5) using the modified rational method was 0.25 m3/second. The long channel has a channel discharge capacity of 0.276 m3/second, a flow velocity in channel 1 of 380 m/s, the trapezoidal channel has a discharge of 0.260 m³/s with a flow velocity of 1.48 m/s, and the triangular channel has a discharge of 0.293 m³/s and a flow velocity in the channel/design velocity of 1.46 m/s. For the Budget Plan (RAB), it was found that the triangular channel had the lowest cost, amounting to Rp. 221,937,500.00, followed by the trapezoidal channel at Rp. 248,235.00, and the rectangular channel with the highest cost, amounting to Rp. 295,020,000.00.
Co-Authors Amalia Amalia Amalia Amalia Effendy Amri Amin Anisah, Sari Cut Rahmawati Effendy, Amalia Harifin Harifin Hayati, Kemala Ichsan Syahputra Irwan Syah Kemala Hayati Lindawati Lindawati Lusi Dwi Putri, Lusi Dwi M. Ridha Meliyana Meliyana Meliyana Meliyana Meliyana Meliyana Meliyana, Meliyana Mery Silviana Muhammad Isya Muhammad Khalis Muhammad Khalis, Muhammad Muhammad Ridha Muhammad Ridha Muhammad Ridha Muhammad Zardi Muhammad Zardi Munir Munir Putri Dini Meutia Renni Anggraini Silviana, Mery Situmeang, M Hasudungan Susi Sakia Tengku Riza Zarzani N Warniati, Linda Zardi, Muhammad