Rosani, Assyifa (2021) Kajian Teknis Penerapan Peraturan Drainase Gedung Di Indonesia (Studi Kasus Gedung Patuh Polda Jawa Timur). Undergraduate thesis, Institut Teknologi Sepuluh November.
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Abstract
Dalam perencanaan pembangunan, salah satu komponen dasarnya adalah drainase. Mengenai peraturan penyelenggaraan sistem dan tata cara drainase di atur SNI 03-6481-2000 dan SNI 03-7065-2005. Namun, oleh BSN peraturan tersebut direvisi seiring perkembangan pembangunan negara dan IPTEK terkini. Perubahan standarisasi selanjutnya diatur SNI 8153-2015, ketentuan tersebut memuat sistem plambing gedung dengan memperhatikan sistem drainase atap gedung menuju tempat pengelolaan air hujan. Hasil perubahan standar yang diterapkan di Indonesia harus diimbangi dengan peningkatan pengawasan oleh pemerintah agar gedung-gedung yang terbangun tetap memperhatikan kondisi serta dampak bagi lingkungan. Salah satu bentuk pengawasan yang dapat dilakukan yaitu dengan melakukan evaluasi kajian mengenai penerapan peraturan terbaru.
Kajian dilakukan dengan memperhatikan nilai laju perkolasi dan intensitas hujan di Gedung Patuh Polda Jatim. Metode yang digunakan dalam penelitian ini adalah analisis kuantitatif dengan pendekatan analisis deskriptif dan evaluatif. Metode evaluatif digunakan untuk mengevaluasi kondisi drainase eksisting berdasarkan SNI 8153-2015. Laju perkolasi dibutuhkan dalam menentukan fasilitas penyimpanan air hujan. Curah hujan rata-rata digunakan untuk menghitung jumlah air hujan yang dapat ditampung. Data curah hujan harian diperoleh dari Stasiun BMG Juanda. Volume curah hujan yang ditampung disesuaikan dengan volume air yang digunakan sehari-hari, sehingga kapasitas tampungan air hujan mampu memenuhi kebutuhan air bersih bangunan.
Jenis tanah pada area studi adalah tanah alluvial dengan nilai permeabilitas 0,193 m3/m2.jam, sehingga sarana detensi berupa ground reservoir diterapkan sebagai upaya pengumpulan air hujan untuk sementara waktu dalam rangka mengurangi volume limpasan air hujan yang kemudian digunakan sebagai kebutuhan air bersih. Untuk sarana sistem drainase eksisting gedung sudah memenuhi standar SNI 8153-2015. Volume air hujan yang terkumpul dapat mencukupi kebutuhan air PDAM di musim penghujan. Pemanfaatan air hujan dengan ground reservoir mampu menghemat pemakaian air PDAM hingga 2,19%.
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In development planning, one of the basic components
is drainage. Regarding the regulations for the operation of the
drainage system and procedures, regulated SNI 03-6481-2000
and SNI 03-7065-2005. However, the regulation was revised by
BSN in line with the latest developments in state development
and science and technology. Subsequent changes to
standardization are regulated by SNI 8153-2015, these
provisions contain the plumbing system of the building by taking
into account the drainage system of the roof building to the
rainwater. These results of the ongoing standard-setting
process in Indonesia must be amplified by the government's
increased commitment to ensuring that newly constructed
structures maintain the status quo and do not pose a threat to
the environment. One must consider of supervision that can be
carried out is by evaluating studies regarding the application of
the latest regulations.
The study was carried out by taking into account the
value of the percolation rate and the intensity of rain in the East
Java Police Patuh Building. The method used in this research
is quanitative analysis with descriptive and evaluative analysis
approach. The evaluative method is used to evaluate the
existing condition of the drainage building based on SNI 8153-
2015. The percolation rate is needed to determine the rainwater
storage facilities. Average rainfall is used to calculate the
amount of rainwater that can be accommodated. Daily rainfall
data was obtained from BMG Juanda Station. The volume of
rainfall accommodated is adjusted to the volume of water used
daily, so that the rainwater storage capacity is able to meet the
building's clean water needs.
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The soil type in the research area is alluvial soil with a
permeability value of 0.193 m3
/m2
.hour, therefore a detention
facility in the form of a ground reservoir is utilized as an effort to
collect rainwater for a time in order to minimize the volume of
rainfall runoff, which is subsequently used for clean water
demands. The current building drainage system facilities have
met the SNI 8153-2015 standard. During the rainy season, the
volume of rainwater collected can cover the PDAM's water
needs. Utilizing rainwater in conjunction with a ground reservoir
can reduce PDAM water usage by up to 2.19 percent.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | drainase,sistem plambing, laju perkolasi, pengelolaan air hujan. |
| Subjects: | T Technology > TD Environmental technology. Sanitary engineering > TD194.6 Environmental impact analysis T Technology > TD Environmental technology. Sanitary engineering > TD418 Water harvesting T Technology > TE Highway engineering. Roads and pavements > TE215 Drainage T Technology > TH Building construction > TH6515 Plumbing. |
| Divisions: | Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Environmental Engineering > 25201-(S1) Undergraduate Thesis |
| Depositing User: | Assyifa Rosani |
| Date Deposited: | 11 Aug 2021 07:05 |
| Last Modified: | 02 Oct 2024 05:32 |
| URI: | http://repository.its.ac.id/id/eprint/85436 |
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