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Analisis Kinerja Terminal Penumpang Kota Borong Manggarai Timur Agung, Febrianus; Bria Seran, Engelbertha N.; Seran, Sri Santi L. M. F.
Local Engineering Vol. 2 No. 1 (2024): June
Publisher : CV. Gio Architect

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59810/lejlace.v2i1.85

Abstract

Salah satu jenis simpul jaringan transportasi adalah terminal, yaitu kendaraan yang digunakan untuk memuat dan menurunkan penumpang, barang, dan jasa, serta penjadwalan kedatangan dan keberangkatan angkutan umum. Tujuan dari penelitian ini ialah untuk menilai kinerja layanan untuk mengevaluasi apakah kinerja terminal memuaskan atau tidak, serta pendapat pengguna mengenai kinerja terminal dan area potensial untuk perbaikan. Inspeksi langsung adalah metode yang digunakan untuk mengumpulkan data. Dengan menggunakan metode Importance Performance Analysis (IPA), atribut tempat ibadah memiliki tingkat kesesuaian terendah (39,43%), sedangkan atribut jalur kedatangan angkutan umum menunjukkan tingkat kesesuaian tertinggi (98,74%); sedangkan terminal berada pada posisi lemah, artinya tidak dapat mengatasi kelemahan yang ada saat ini atau memanfaatkan kelebihan yang dimiliki, menurut analisis Internal Factor Evaluation (IFE) yang memiliki total skor bobot sebesar 2,460. Analisis matriks faktor internal evaluasi (IFE) dengan total skor bobot 2,488 menyimpulkan berada pada posisi lemah. Implementasi strategi hasil analisis SWOT pada Terminal Kota Borong, ialah untuk mengoptimalkan kinerja Terminal Kota Borong pada tahun mendatang.
Evaluasi Layanan Transportasi Umum Berbasis Aplikasi dan Konvensional menurut Persepsi Pengguna Layanan di Kota Kupang Bima, Virgilius D.; Seran, Engelbertha Noviani Bria; Seran, Sri Santi L. M. F.
Local Engineering Vol. 3 No. 2 (2025): December
Publisher : CV. Gio Architect

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59810/lejlace.v3i2.195

Abstract

Currently, public transportation is increasingly developing. At first only ordinary public transport was used. However, there are currently many types of online public transportation. This affects people's use of public transportation, both online. The aim of this research is to provide information and knowledge to the public regarding the comparison of Kupang City residents' satisfaction with the use of online public transportation with traditional public transportation using quantitative research methods through questionnaires and processing. information on survey results using SPSS. From the research results obtained, the people of Kupang City feel more satisfied using online transportation compared to conventional public transportation. This is shown by the average satisfaction of people using online public transportation which is higher than traditional public transportation in nine aspects which are the standard for assessing community satisfaction.
Analisa Model Penerapan Early Release untuk Mereduksi Banjir di Bendungan Raknamo Meo, Maria Magdalena Moi; Seran, Sri Santi L. M. F.; Bees, Azarya
Local Engineering Vol. 4 No. 1 (2026): June
Publisher : CV. Gio Architect

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59810/lejlace.v4i1.219

Abstract

Raknamo Dam is a dam that has a storage capacity of 14.091 million/m3 of water with the aim of providing raw water, providing irrigation, developing tourism, freshwater fisheries and freshwater conservation, flood control and hydroelectric power generation (PLTA). This study aims to analyze how much elevation of water level drop and the amount of discharge that comes out (outflow) when flooding occurs if the early release model is applied as a flood controller with a scheme of utilizing the use of water pumps. From the results of the analysis with the early release scheme as a flood controller, the scenario used is the utilization of the use of water pumps for 5 days, 3 hours with a total of 4 submersible pumps calculated, each with a capacity of 6 m3/sec, so that it can reduce flooding in the 1000-year return period with a scheme of 1 pump unit with a discharge of 378.60 m3/sec from an elevation of +107.2 m to 106.9 m; scheme of 2 pump units with a discharge of 288.60 m3/s from elevation +107.2 m to +106.4 m; scheme of 3 pump units with a discharge of 198.60 m3/s from elevation +107.2 m to +105.9 m and scheme of 4 pump units with a discharge of 108.60 m3/s from elevation +107.2 m to +105.3 m.