ANALISIS PERHITUNGAN DISTRIBUSI AIR BERSIH PADA BANGUNAN RUMAH LUAS 110 M2 BERBASIS SOFTWARE MICROSOFT EXCEL

SETIYONO, ANDIKA (2019) ANALISIS PERHITUNGAN DISTRIBUSI AIR BERSIH PADA BANGUNAN RUMAH LUAS 110 M2 BERBASIS SOFTWARE MICROSOFT EXCEL. S1 thesis, Universitas Mercu Buana Jakarta.

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Abstract

Clean water distribution system is the main part of the supply of clean water in a housing development, clean water supply system in housing includes a clean water supply system, clean water installation, Analysis of the calculation of clean water needs which includes knowing the estimated number of occupants, knowing the need for clean water usage in a day. In this report discusses the analysis of the calculation of clean water at an independent bank official residence using Microsoft Excel software. Clean water pipe design system which includes dimensions of clean water pipes, knowing the flowrate, friction loss in the pipe, knowing the pressure loss, and calculating the pump capacity requirements. The results of the analysis of the occupants of the bank Mandiri official residence shows the estimated occupants estimated as many as 11 people. Sources of water originating from ground water (deep well) with an average flow rate of 0.130 m3 / day, clean water needs of 1.3 m3 / day. 50mm pipe diameter requires pump capacity with a water flow rate of 4 lpm, a pump power of 0.10 HP is required with a power input of 0.08 kw. Keywords: clean water distribution system, plumbing, housing, design, clean water, pumps, pipes, water needs Sistem distribusi air bersih merupakan bagian utama dari penyediaan air bersih dalam suatu pembangunan pada perumahan, sistem penyediaaan air bersih pada perumahan meliputi sistem penyediaan air bersih, instalasi air bersih, Analisa perhitungan kebutuhan air bersih yang meliputi mengetahui perkiraan jumlah penghuni, mengetahui kebutuhan pemakaian air bersih dalam sehari. Pada laporan ini membahas tentang analisis perhitungan air bersih rumah dinas bank mandiri dengan menggunakan software Microsoft excel. Sistem perancangan pipa air bersih yang meliputi dimensi pipa air bersih, megetahui debit aliran, kerugian gesek pada pipa, mengetahui kerugian tekanan, dan perhitungan kebutuhan kapasitas pompa. Hasil analisis penghuni rumah dinas bank mandiri menunjukan perkiraan penghuni yang ditaksir sebanyak 11 orang. Sumber air bersasal dari air tanah (deep well) dengan laju aliran ratarata 0,130 m3/hari, kebutuhan air bersih sebesar 1,3 m3/hari. Diameter pipa 50mm membutuhkan kapasitas pompa dengan laju aliran air 4 lpm, dibutuhkan daya pompa 0,10 HP dengan input daya sebesar 0,08 kw. Kata kunci : System distribusi air bersih, plumbing, Perumahan, Perancangan,Air bersih,

Item Type: Thesis (S1)
Call Number CD: FT/MSN. 19 005
NIM/NIDN Creators: 41314120021
Uncontrolled Keywords: System distribusi air bersih, plumbing, Perumahan, Perancangan,Air bersih,
Subjects: 000 Computer Science, Information and General Works/Ilmu Komputer, Informasi, dan Karya Umum > 060 General Organizations, Foundations, and Museology/Organisasi-organisasi Umum, dan Museologi > 069 Museology (Museum science)/Museologi > 069.2 Museum Management and Use of Physical Plant/Manajemen Museum > 069.22 Planning for Buildings/Merencanakan Bangunan
600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil > 624.9 Building, Structure, and Installation/Bangunan, Struktur, dan Instalasi
600 Technology/Teknologi > 690 Buildings/Teknik Bangunan
600 Technology/Teknologi > 690 Buildings/Teknik Bangunan > 690.1-690.9 Standard Subdivisions of Planning, Anaysis, Engineering Design/Subdivisi Standar Dari Perencanaan, Analisa dan Teknik Bangunan > 690.1 Structural Elements/Struktur Bahan Dasar Teknik Bangunan
600 Technology/Teknologi > 690 Buildings/Teknik Bangunan > 690.1-690.9 Standard Subdivisions of Planning, Anaysis, Engineering Design/Subdivisi Standar Dari Perencanaan, Analisa dan Teknik Bangunan
Divisions: Fakultas Teknik > Teknik Mesin
Depositing User: Dede Muksin Lubis
Date Deposited: 21 Jul 2022 06:35
Last Modified: 21 Jul 2022 06:35
URI: http://repository.mercubuana.ac.id/id/eprint/65752

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