Hardena, Gerin (2020) STUDI PERENCANAAN SISTEM DISTRIBUSI AIR BERSIH DAN PEMBUANGAN AIR LIMBAH GEDUNG PERAWATAN RUMAH SAKIT LAVALETTE MALANG. Undergraduate (S1) thesis, Universitas Muhammadiyah Malang.

Preview	Text PENDAHULUAN.pdf Download (371kB) | Preview
Preview	Text BAB I.pdf Download (117kB) | Preview
Preview	Text BAB II.pdf Download (753kB) | Preview
Preview	Text BAB III.pdf Download (151kB) | Preview
	Text BAB IV.pdf Restricted to Registered users only Download (907kB) | Request a copy
	Text BAB V.pdf Restricted to Registered users only Download (72kB) | Request a copy
Preview	Text LAMPIRAN.pdf Download (5MB) | Preview

Abstract

One of the most important parts to creating a sense of comfort in an inpatient hospital is the existence of a system of distributing clean water and good disposal of wastewater, that is, with an adequate supply of clean water that meets the requirements and has smooth waste disposal. Clean water distribution systems and wastewater disposal systems are inseparable parts of building construction, therefore they must be prepared from the beginning of planning. Malang Lavalette Hospital Building is an inpatient building which is planned to have 7 floors and stands on an area of ± 660 m2. In the construction project of Malang Lavalette Hospital Building, the need for clean water is 65 m3 / day and wastewater is 52m3 / day, where the lower tank capacity is 24 m3 and the upper tare is 17.67 m3. Determination of the number of patients treated can be determined based on the number of beds available. Then from the roof tank, water is distributed to each of the shaft and main pipes of each floor, on a 50 mm (2 inches) diameter shaft pipe and the main pipe towards the 1st and 2nd floors of 50 mm (2 inches) diameter. From the shaft, pipe water is distributed to each plumbing unit. At the planning pressure limits for multi-story buildings that range between, a minimum pressure of 1 atm or 101337 N / m2 and a maximum pressure of 2 atm or 405348 N / m2. If the planning pressure is below the minimum, a booster pump is needed to reach the minimum pressure limit. From the pipes of each plumbing unit, dirty water flowed to the 114 mm (4 inches) diameter shaft pipe and 76 mm (2 ½ inch) diameter wastewater pipe.

Item Type:	Thesis (Undergraduate (S1))
Student ID:	201310340311116
Thesis Advisors:	Chairil Saleh (0704085701), Sulianto (0711096702)
Keywords:	distribution of clean water, wastewater disposal, water requirements, clean water pressure limits, hospitals
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) T Technology > TD Environmental technology. Sanitary engineering
Divisions:	Faculty of Engineering > Department of Civil Engineering (22201)
Depositing User:	201310340311116
Date Deposited:	19 Aug 2020 08:16
Last Modified:	19 Aug 2020 08:16
URI :	http://eprints.umm.ac.id/id/eprint/64770

Actions (login required)

View Item