ANALISIS RESIKO BAHAYA KEBAKARAN DAN METODE MENGATASINYA PADA PEMUKIMAN PADAT (Studi kasus Pemukiman Gondokusuman)
| Main Authors: | , R. Bambang Prambudi Hery Yuliarso, ST, , Prof. Ir. Radianta Triatmadja, Ph.D. |
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| Format: | Thesis NonPeerReviewed |
| Terbitan: |
[Yogyakarta] : Universitas Gadjah Mada
, 2012
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| Subjects: | |
| Online Access: |
https://repository.ugm.ac.id/99493/ http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=55996 |
Daftar Isi:
- Densed settlement or housing areas are at the top rank of fire incidents in Indonesia. This is due to both high fire load and the density of tall buildings. Klitren Lor settlement is one of the areas with high density of buildings. There is almost no space between houses. The objective of this study is to identify the readiness of the Fire Fighter Office of the City, to identify the general condition of Klitren Lor related to the fire hazard, to analyze the risk of fire hazard in Gondokusuman in order to obtain water required for fighting fire in certain building volume and to plan the pipe network for the hydrant system on site. Survey carried out in this research was to identify the general condition of Klitren Lor settlement area in relation to the fire hazard potential, the people�s awareness upon the risk of fire hazard, the people�s knowledge on fire hazards and the causing factors, the countermeasure system, the level of building density and the critical points of the fire hazards. After such critical points were obtained, the most critical point was identified and used as the reference in determining the building volume in the analysis of fire hazard risks for the particular point. Critical points were also used as reference to put the yard hydrant. Based on the hydrants location, a pipe network design was made with water taken from Sungai Mambu and water demand of 38 l/s for each hydrant. Results of this research showed that the people's knowledge upon the fire hazard and its causing factors was good. The buildings density was 83.46%. The risk analysis of fire hazard carried out in the research location indicated that water demand for buildings at the most critical points was 19.500 liter, with planned tank dimension of 10 x 10 x 3 m. The planned hydrant system was only capable to serve one hydrant point. Iron pipes required in such system were a 4 inch pipe in 271.35 m length and a 3 inch in 673 m length. Relative energy at the hydrant in the most critical location was 114,337 m or 11,216 bars.