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All Journal Jukung (Jurnal Teknik Lingkungan) Jurnal Serambi Engineering
Anindito Nurprabowo
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Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Engineering Environmental Science

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PERENCANAAN SISTEM PLAMBING AIR BERSIH DAN AIR LIMBAH DI RUMAH SAKIT X BANDUNG Fillya Vallyana Novarizal; Kancitra Pharmawati; Anindito Nurprabowo
Jukung (Jurnal Teknik Lingkungan) Vol 8, No 1 (2022): MARET 2022
Publisher : Program Studi Teknik Lingkungan Fakultas Teknik Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/jukung.v8i1.12993

Abstract

Rumah Sakit X dibangun untuk memenuhi kebutuhan fasilitas rumah sakit di Kota Bandung. Salah satu sarana penunjang untuk meningkatkan pelayanan kesehatan rumah sakit adalah prasarana sanitasi mencakup sistem plambing. Perencanaan sistem plambing sangat dibutuhkan untuk menunjang penyediaan air bersih dan penyaluran air limbah. Penyediaan kebutuhan air bersih dapat ditentukan berdasarkan jumlah populasi. Sistem pengaliran yang dugunakan adalah sistem tangki atap, dimana air akan ditampung terlebih dahulu pada tangki bawah kemudian dipompa menuju tangki atap lalu dialirkan secara gravitasi ke setiap alat plambing. Penyaluran air limbah menggunakan sistem gravitasi, dimana air limbah yang dihasilkan dari setiap alat plambing dialirkan ke Instalasi Pengolahan Air Limbah (IPAL) dan Sewage Treatment Plant (STP). Perencanaan jalur dan dimensi pipa mengacu pada SNI 8153-2015. Jenis pipa yang digunakan untuk air bersih adalah Poly Propilene Random (PPR) dan untuk air limbah adalah PolyVinyl Chloride (PVC) dengan diameter berada pada rentang 20 mm sampai 114 mm. Kata kunci : Air Bersih, Air Limbah, Sistem Plambing. Hospital X was built to meet the needs of hospital facilities in the city of Bandung. One of the supporting facilities to improve hospital health services is sanitation infrastructure including a plumbing system. Plumbing system planning is needed to support the provision of clean water and waste water distribution. Provision of clean water needs can be determined based on the number of population. The drainage system used is the roof tank system, where the water will be accommodated first in the lower tank and then pumped to the roof tank and then flowed by gravity to each plumbing device. The distribution of waste water uses a gravity system, where waste water generated from each plumbing device is transferred to the Sewage Treatment Plant (STP) Wastewater Treatment Plant (IPAL). Line planning and pipe dimensions refer to SNI 8153-2015. The type of pipe used for clean water is Poly Propylene Random (PPR) and for waste water is PolyVinyl Chloride (PVC) with diameters ranging from 20 mm to 114 mm. Keywords: Clean Water, Plumbing System, Waste Water.
Perencanaan Sistem Instalasi Plambing Air Bersih dengan Penerapan Alat Plambing Hemat Air Di Rumah Sakit Universitas Sam Ratulangi Adeyra Khairunisa Rahayu; Yulianti Pratama; Anindito Nurprabowo
Jurnal Serambi Engineering Vol 5, No 2 (2020)
Publisher : Fakultas Teknik

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32672/jse.v5i2.1918

Abstract

The hospital is a health service building, a place of transmission of disease and allows environmental pollution and health problems. One of the prevention of disease transmission and environmental pollution, it is necessary to do repairs and improvements by using a plumbing system to have good sanitation and environmental friendly. In this case, needed to know how much water can save by method comparing between plumbing tools conventional and non-conventional standar. UNSRAT’s hospital has a population of 2,962 people who needed clean water distribution of 372,48 m3/ day. Compared by using conventional plumbing tools is 66,72 m3/hari, meanwhile non-conventional plumbing tools is 39,60 m3/hari, it shown that using non-conventional plumbing  tools standard is more saving than conventional standard, where percentage non-conventional water saving is 40,64%. Also expected that the resulting domestic wastewater will be reduced by 31,68 m3/ day. This is more important than water savings in the amount of Rp. 3.564.000 and domestic wastewater treatment costs Rp. 9.500.000.
Perencanaan Sistem Instalasi Plambing Air Bersih dan Air Limbah di Apartemen Menara Cibinong Tower C Rhezaldy Pradestama Putra; Kancitra Pharmawati; Anindito Nurprabowo
Jurnal Serambi Engineering Vol 7, No 1 (2022): Januari 2022
Publisher : Fakultas Teknik

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32672/jse.v7i1.4092

Abstract

The high population growth demands the need for housing, so apartments are considered as a solution in meeting the need for housing. Basically, every business or development activity has an impact on the environment, both positive and negative. Plumbing systems for clean water, waste water and ventilation in buildings can reduce the possibility of environmental pollution and health problems. This study aims to meet the needs of clean water and maintain the sanitation health of building occupants. The reference method is SNI 7065-2005 for calculating the need for clean water and SNI 8153-2015 for determining the dimensions of clean water pipes. The calculation results the population in the Cibinong Tower C apartment building is 957 people with a total need for clean water of 87.95 m3/ day. In meeting the daily needs of clean water in the planning building, a ground water tank with a capacity of 120 m3 is used and a roof tank is used to fulfill water needs at certain hours with a capacity of 49 m3. To distribute water from GWT to RT using a pump with a power capacity of 33.44 Kwatt. The diameter of the clean water pipe uses dimensions from 20 mm to 125 mm. For blackwater wastewater using pipes with dimensions of 60 mm–140 mm and for greywater wastewater using pipes with dimensions of 32 mm–114 mm, while for ventpipes using pipe dimensions of 42 mm–114 mm
Co-Authors Adeyra Khairunisa Rahayu Fillya Vallyana Novarizal Kancitra Pharmawati, Kancitra Rhezaldy Pradestama Putra Yulianti Pratama