PERENCANAAN DAN PENGEMBANGAN SISTEM DISTRIBUSI AIR BERSIH DI PDAM KOTA MALANG DENGAN SISTEM ZONING PADA ZONA DINOYO BARU 1A (DB 1A)

FU’AD, NUR (2007) PERENCANAAN DAN PENGEMBANGAN SISTEM DISTRIBUSI AIR BERSIH DI PDAM KOTA MALANG DENGAN SISTEM ZONING PADA ZONA DINOYO BARU 1A (DB 1A). Other thesis, University of Muhammadiyah Malang.

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PERENCANAAN_DAN_PENGEMBANGAN_SISTEM_DISTRIBUSIAIR_BERSIH_DI_PDAM_KOTA_MALANG_DENGAN_SISTEM_ZONINGPADA_ZONA_DINOYO_BARU_1A.pdf

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Abstract

Growth of resident amount in Malang town of year of year cause growing of clean amount of water required, is so that needed by the existence of the make-up of service and system development of clean water distribution network, without overruling the quality of service to cutomer. Ready system development of clean water in Malang Town very in needing to remember existing clean water distribution network system this time (existing) have is not adequate again to fulfill clean amount of water required, cutomer evaluated from hydraulics facet and its operational system to the condition of 10 year come Calculation of projection of is amount of resident in Sub-District of Gadingkasri after counted with Method of Eksponensial got equal to 15.490. head until year 2017 coming, while totalizeing maximal daily clean amount of water required of year 2006 equal to 19,4 lt / maximal daily source amount of water required and sec. 2017 equal to 41,0 lt / sec. requirement of this plan admit of to be fulfilled from source of water of Ngesong and of Banyuning. Result of the projection weared as consideration to plan development of clean water distribution system operation and network. Result of from this final duty of showing an complete analysis regarding the condition of hydraulics each; every clean water distribution network system component each; every hour a spell of simulation, clean water distribution network system after conducted by planning with program of Epanet 2.0 until year 2017 at phase plan development got by pressure ofis rest of minimum equal to 19.06 mH2O at nodal points 90 that happened at 06:00 and maximum equal to 60,73 mH2O at nodal points 150 that happened at 23:00

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Zainul Afandi
Date Deposited: 31 May 2012 08:33
Last Modified: 31 May 2012 08:33
URI: http://eprints.umm.ac.id/id/eprint/6302

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