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All Journal R.E.M (Rekyasa Energi Manufaktur) Jurnal JITTER (Jurnal Ilmiah Teknologi Informasi Terapan) Jurnal Informatika Ekonomi Bisnis
Heru Santoso
Universitas Widyatama
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Mechanical Engineering

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Pembuatan dan Penerapan Alat Sensor Banjir di Komplek Puri Cipageran Indah Kota Cimahi Udin Komarudin; Nia Nuraeni Suryaman; Adhita Prasetia; Martoni; Heru Santoso
Jurnal Ilmiah Teknologi Infomasi Terapan Vol. 9 No. 1 (2022)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss1.2022.950

Abstract

Banjir merupakan permasalahan yang paling sering terjadi di kota besar selain kemacetan. Hal ini disebabkan akibat daerah resapan air berkurang karena semakin banyaknya pemukiman di daerah perkotaan tersebut. Selain makin banyaknya pemukiman, hal lain yang menyebabkan terjadinya banjir adalah buruknya sistem drainase, kondisi saluran nya, limpasan air yang tinggi serta kurangnya dimensi drainase sehingga tidak dapat menampung semakin banyaknya volume air sehingga menjadi luapan air. Salah satu bentuk mitigasi bencana pada penelitian ini adalah alat sensor banjir. Alat sensor ini akan mendeteksi level air dan memberikan sebuah suara peringatan untuk masyarakat sekitar. Hal ini diharapkan agar menjadi salah satu early warning system terhadap bencana banjir. Metode yang dilakukan adalah rancang bangun alat sensor banjir. Diawali dengan studi literature, survey lokasi penempatan alat sensor banjir, persiapan alat dan bahan, permbuatan alat sensor banjir, pengujian alat dan evaluasi serta diakhiri dengan penerapan di lokasi yang telah ditentukan. Hasil yang didapatkan pada penelitian ini adalah perancangan alat sensor banjir sesuai dengan yang diharapkan. Selain itu, alat sensor banjir ini telah diterapkan di Puri Cipageran Indah Kota Cimahi.
Analysis of Proposed Avtur Rental Rates at Hang Nadim Airport, Batam Heru Santoso; Ayu Zahra Chandrasari
Jurnal Informatika Ekonomi Bisnis Vol. 6, No. 1 (March 2024)
Publisher : SAFE-Network

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37034/infeb.v6i1.859

Abstract

Hang Nadim Airport and the infrastructure for providing and distributing aircraft fuel (Fuel Distribution System/FDS) are also reliable. This infrastructure has been built by BP Batam for refueling aircraft operating at Hang Nadim airport. This FDS is in the form of a network of pipes and storage tanks that stretches from Kabil Harbor, Hang Nadim Aircraft Filling Depot (DPPU) to the Hang Nadim airport apron. As the FDS infrastructure developer and area manager as well as a public service agency, BP Batam will determine the value (appraisal) of rental rates for Hang Nadim Airport aviation fuel FDS assets which are the management rights of BP Batam in order to improve services to customers and the community and increase regional competitiveness in accordance with the main tasks and its function.
Analysis of Water Distribution in Building A in Widyatama University Environment: Analisis Distribusi Air Gedung A di Lingkungan Universitas Widyatama Nia Nuraeni Suryaman; Udin Komarudin; Martoni; Adhita Prasetia; Heru Santoso; A'rasy Fahruddin
R.E.M. (Rekayasa Energi Manufaktur) Jurnal Vol 9 No 2 (2024): December
Publisher : Universitas Muhammadiyah Sidoarjo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21070/r.e.m.v9i2.1711

Abstract

The need for clean water increases every year, while the means to provide clean water require planning. The importance of water in the realm of education is comparable to that of household needs. Water on the 3rd and 4th floors of Building A often doesn't flow. The aim of this research is to identify the root cause of the insufficient water flow on the 3rd and 4th floors of Widyatama University Building A, and to devise a solution for the water flow distribution system. The research employs a variety of methods, including literature review, data collection, data analysis, results analysis, and interpretation. The conclusion is that the water drainage on the 3rd and 4th floors is 0.612 L/s and 0.510 L/s, which is below the standard (0.9–2 L/s). The drainage of water in the main pipe was uncertain based on its diameter. The solution to this problem is to install booster pumps on the 3rd and 4th floors. The next solution is to change the main pipe diameter to 1 1⁄4".
Co-Authors A'rasy Fahruddin Adhita Prasetia Ayu Zahra Chandrasari Martoni Nia Nuraeni Suryaman Nia Nuraeni Suryaman Udin Komarudin