ANALISA KEBUTUHAN AIR BERSIH UNTUK OPERASIONAL HARIAN DAN SISTEM PEMADAM KEBAKARAN SPRINKLER GEDUNG UTAMA BARU RUMAH SAKIT BHAYANGKARA PALEMBANG

  • R.A. Sri Martini Program Studi Teknik Sipil, Fakultas Teknik, Universitas Muhammadiyah Palembang, Sumatera Selatan
  • Erny Agusri Program Studi Teknik Sipil, Fakultas Teknik, Universitas Muhammadiyah Palembang, Sumatera Selatan
  • M. Nur Ridho Hasan Program Studi Teknik Sipil, Fakultas Teknik, Universitas Muhammadiyah Palembang, Sumatera Selatan
DOI: https://doi.org/10.22225/pd.10.2.3335.338-349
Keywords: Bhayangkara Hospital Palembang, operational and sprinkler water needs, ground water tank

Abstract

The Bhayangkara Hospital Palembang has the main building with four floors and about 6102.52 m2 building area and 7538m2 surface area. It has 173 beds, 45 toilets, and 369 employees. In the new building, there are 3 water sources, which are the tank fiberglass panels with the capacity of 403 m3 and 90 m3, and a roof tank with the capacity of 16 m3. With the additional building, the water needs are also increased in order to fulfil the daily operational water needs and the new main building’s sprinkler fire extinguisher system. The purpose of this study is to know the amount of water that must be provided for the daily operational. Analysis methods and data processing in this study are descriptive analysis methods, which the existing data are separated from the data with a form of numbers, either there are primary or secondary data. The data analysis includes: the maximum clean water needs for the daily operational based on the amount of patient’s bed (500 liter/bed/day), the hospital’s employees (120 liter/person/day), toilets (39 liter/day), sinks (30 liter/day), urinals (30 liter/day), showers (75 liter/day), and janitors (0.5 liter/m2/day), and the water needs from the sprinkler fire extinguisher system. Based on the calculations, the maximum clean water needs for daily operation is 132749 m3/day and the water needs for the sprinkler fire extinguisher is 992.358 m3 for 30 minutes, while the available amount of clean water is 146 m3/day. It can be concluded that the Bhayangkara Hospital’s water sources can only fulfilled the hospital’s daily operational water needs. Then, there will be plans to make the bigger volume of the ground water tank for 1.120 m3.

References

Anonim. (1995). SNI 03-3987-1995 tentang Tata Cara Perencanaan, Pemasangan, Pemadam Api Ringan Untuk Pencegahan Bahaya Kebakaran Pada Bangunan dan Gedung. Jakarta: Badan Stadardisasi Nasional.

Anonim. (1997). Kriteria Perencanaan Air Bersih. Jakarta: Ditjen Cipta Karya Dinas PU.

Anonim. (2000a). SNI 03-1745-2000 tentang Tata Cara Perencanaan dan Pemasangan Sistem Pipa Tegak dan Slang Untuk Pencegahan Bahaya Kebakaran Pada Bangunan Rumah dan Gedung. Jakarta: Badan Stadardisasi Nasional.

Anonim. (2000b). SNI 03-3989-2000 tentang Tata Cara Perencanaan Dan pemasangan Sistem Sprinkler Otomatik untuk Pencegahan Bahaya Kebakaran Pada Bangunan Gedung.

Anonim. (2008). Peraturan Menteri Pekerjaan Umum No. 26/PRT/M/2008 tentang Persyaratan Teknis Sistem Proteksi Kebakaran Pada Bangunan Gedung dan Lingkungan. Jakarta: Menteri Pekerjaan Umum.

Asta. (2018). Analisis Kebutuhan Air Bersih dan Distribusi Jaringan PDAM Persemaian Kota Tarakan (Studi Kasus Kecamatan Tarakan Barat). Borneo Engineering: Jurnal Teknik Sipil, 2(1), 61-68.

Azrie, M. I. (2018). Analisa Kebutuhan Air Bersih untuk Hydrant dan Sprinkler di Transmart Mall Palembang. Universitas Muhammadiyah Palembang.

Fadhil, M. A. (2018). Analisa Kebutuhan Air Bersih di Rumah Sakit Umum Daerah OKU Timur, Provinsi Sumatera Selatan. Universitas Muhammadiyah Palembang.

http://bppsdmk.kemkes.go.id/info_sdmk/info/fasyankes?unit=1671331

Krisnayanti, D. S., Udiana, I M., & Benu, H. J. (2013). Studi Perencanaan Pengembangan Penyediaan Air Bersih di Kecamatan Kupang Timur Kabupaten Kupang. Jurnal Teknik Sipil, II (1), 71–86.

Mashuri, Fauzi, M., & Sandhyavitri, A. (2013). Kajian Ketersediaan dan Kebutuhan Air Baku dengan Pemodelan IHACRES di Daerah Aliran Sungai Tapung Kiri. Jom FTEKNIK, 2(1), 1-12.

Moegijantoro. (1995). Air Untuk Kehidupan Manusia. Majalah Air Minum, XXV (85).

Noerbambang, M. S., & Morimura, T. (1991). Perancangan dan Pemeliharaan Sistem Plambing (Cetakan Keempat). Jakarta: PT Pradnya Paramita.

Sularso, H. T. (2000). Pompa dan Kompresor (Cetakan Ketujuh). Jakarta: PT Pradnya Paramita.

Zurahman, H. (2019). Analisa Kebutuhan Air Bersih Di Rumah Sakit Umum daerah Kayu Agung Kabupaten Ogan Komering Ilir Provinsi Sumatera Selatan. Universitas Muhammadiyah Palembang.

Published
2021-12-18
Issue
Vol. 10 No. 2 (2021)
Section
Articles

Authors who publish with this journal agree to the following terms:

  • Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
  • Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
  • Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
Abstract viewed = 651 times
PDF downloaded = 6141 times