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All Journal RACIC : Rab Construction Research RABIT: Jurnal Teknologi dan Sistem Informasi Univrab Community Development Journal: Jurnal Pengabdian Masyarakat Jurnal Pengabdian Masyarakat Multidisiplin Community Empowerment Journal of Civil Engineering and Planning (JCEP) Akselerasi Jurnal Ilmiah Teknik Sipil Journal of Infrastructure and Civil Engineering Jurnal Pengabdian Inovasi dan Teknologi Kepada Masyarakat Jurnal Teknik Informatika Jurnal Rivet: Riset dan Invensi Teknologi SAINSTEK JIM ( Journal International Multidiciplinary) Impression : Jurnal Teknologi dan Informasi Aspal : Jurnal Aspirasi Teknik Sipil
Rahmat Tisnawan
Teknik Sipil Universitas Abdurrab
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Journal : Journal of Infrastructure and Civil Engineering

 1 
Analisis Jaringan Trayek Angkutan Umum di Bangkinang Kota Kabupaten Kampar, Riau: Analisis Jaringan Trayek Rahmat Tisnawan; Husni Mubarak; Fitra Ramdhani; Agustinus Tambunan
Journal of Infrastructure and Civil Engineering Vol. 2 No. 2 (2022)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v2i2.24

Abstract

Bangkinang Kota is the capital of kampar which is the center of regional activities such as government, education, economy and so on, so that in this area the usage of vehicles is quite high, especially private vehicles. The amount of private vehicles usage is not comparable to the amount of public transportation available. Therefore, the aim of this study wants to plan a new public transportation in the city center by connecting the surrounding areas. Public transportation planning is carried out by calculating the amount of demand for public transportation, then the results of the demand calculation are used as a reference for determining the route system. Before calculating the demand and determining the route system, the first step is collecting primary and secondary data, then analyze a demand in the form of trip generation, distribution of trip and mode selection. Furthermore, from the demand analysis, there are 3 (three) public transport routes who serve Bangkinang Kota.
Analisis Kinerja Sistem Drainase di Jalan Pemda Pangkalan Kerinci Kota Tisnawan, Rahmat; Husaini, Rizki Ramadhan; Bagio, Tony Hartono; Putra, Junaidi
Journal of Infrastructure and Civil Engineering Vol. 4 No. 3 (2024)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v4i3.64

Abstract

Sistem drainase perkotaan sangat berhubungan erat dengan penataan ruang. Banjir yang sering terjadi di banyak wilayah dan kota di Indonesia disebabkan oleh penataan ruang yang kurang teratur. Jalan Pemda, yang terletak di pusat kota Pangkalan Kerinci, memiliki beberapa titik genangan air. Hal ini disebabkan oleh pembangunan yang pesat tanpa peningkatan dimensi saluran, serta berkurangnya area resapan akibat perubahan penggunaan lahan. Saluran drainase di daerah tersebut juga tidak mampu menampung debit air hujan karena tersumbat oleh sampah dan sedimentasi. Penelitian ini menggunakan metode kuantitatif untuk menganalisis data yang telah dikumpulkan. Data yang diolah meliputi curah hujan selama 10 tahun terakhir, dimensi drainase eksisting, dan periode ulang Q2, Q5, Q10, serta Q25 tahun. Hasil analisis menunjukkan bahwa kapasitas saluran drainase di Jalan Pemda Pangkalan Kerinci mengalami penurunan, dengan debit banjir rencana (Qr) sebesar 0,696 m³/dtk untuk periode ulang 2 tahun, yang lebih besar dibandingkan dengan kapasitas tampungan saluran (Qt) yang ada.
Analisis Jaringan Trayek Angkutan Umum di Bangkinang Kota Kabupaten Kampar, Riau: Analisis Jaringan Trayek Tisnawan, Rahmat; Mubarak, Husni; Ramdhani, Fitra; Tambunan, Agustinus
Journal of Infrastructure and Civil Engineering Vol. 2 No. 2 (2022)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v2i2.24

Abstract

Bangkinang Kota is the capital of kampar which is the center of regional activities such as government, education, economy and so on, so that in this area the usage of vehicles is quite high, especially private vehicles. The amount of private vehicles usage is not comparable to the amount of public transportation available. Therefore, the aim of this study wants to plan a new public transportation in the city center by connecting the surrounding areas. Public transportation planning is carried out by calculating the amount of demand for public transportation, then the results of the demand calculation are used as a reference for determining the route system. Before calculating the demand and determining the route system, the first step is collecting primary and secondary data, then analyze a demand in the form of trip generation, distribution of trip and mode selection. Furthermore, from the demand analysis, there are 3 (three) public transport routes who serve Bangkinang Kota.
Analisis Kinerja Sistem Drainase di Jalan Pemda Pangkalan Kerinci Kota Tisnawan, Rahmat; Husaini, Rizki Ramadhan; Bagio, Tony Hartono; Putra, Junaidi
Journal of Infrastructure and Civil Engineering Vol. 4 No. 3 (2024)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v4i3.64

Abstract

Sistem drainase perkotaan sangat berhubungan erat dengan penataan ruang. Banjir yang sering terjadi di banyak wilayah dan kota di Indonesia disebabkan oleh penataan ruang yang kurang teratur. Jalan Pemda, yang terletak di pusat kota Pangkalan Kerinci, memiliki beberapa titik genangan air. Hal ini disebabkan oleh pembangunan yang pesat tanpa peningkatan dimensi saluran, serta berkurangnya area resapan akibat perubahan penggunaan lahan. Saluran drainase di daerah tersebut juga tidak mampu menampung debit air hujan karena tersumbat oleh sampah dan sedimentasi. Penelitian ini menggunakan metode kuantitatif untuk menganalisis data yang telah dikumpulkan. Data yang diolah meliputi curah hujan selama 10 tahun terakhir, dimensi drainase eksisting, dan periode ulang Q2, Q5, Q10, serta Q25 tahun. Hasil analisis menunjukkan bahwa kapasitas saluran drainase di Jalan Pemda Pangkalan Kerinci mengalami penurunan, dengan debit banjir rencana (Qr) sebesar 0,696 m³/dtk untuk periode ulang 2 tahun, yang lebih besar dibandingkan dengan kapasitas tampungan saluran (Qt) yang ada.
Co-Authors Agustinus Tambunan Ahmad Kurnain Ahmad Kurnain, Ahmad Akram Adi Poetra Alfin Surya Andika Saputra Annisa Zulyanti Aprillia Rani Hamidah Armelia Khairunnisa Attachira br Ritonga Bagio, Toni Hartono BAMBANG SUPENO Benny Hamdi Rhoma Putra Debi Setiawan, Debi Doni Rinaldi Basri Edriansyah , Dede Fitra Ramdhani Fitra Ramdhani Fitra Ramdhani Fitra Ramdhani, Fitra Husaini, Rizki Ramadhan Husnah Husnah Husni Mubarak Husni Mubarak Ismawati Juli Handa, Egi lestari, Suci Shinta M Fajar Anugrah Marcelin Octavia Marsal Marsal Mhd Wahyudi Azmi Muhammad Rifky Ariansyah Muhammad Yazid Muhammad Yazid ningrum, puspa Paula Ramona Pipit Ari Aznel Puspa Ningrum Putra, Junaidi Ranie Rahma Niza Rendi Saputra Saiful Hadi Saiful Hadi Salamun Salamun Saputra, Hengki Saventina, Ega Marta Selvi Ariani Silvia Maharani Siti Juariah Sukri Sukri Surya, Afin Tambunan, Agustinus Wahyu B Pribadi Wahyu Margi Sidoretno Wardati Raudah Zulfikar, Adyus