Analisis Optimasi Jaringan Pipa untuk Air Baku di Kec. Jabung Kab. Malang (Analysis of Pipe Network Optimization for Raw Water in Jabung District, Malang Regency)

Subandriyo, Putut (2023) Analisis Optimasi Jaringan Pipa untuk Air Baku di Kec. Jabung Kab. Malang (Analysis of Pipe Network Optimization for Raw Water in Jabung District, Malang Regency). Masters thesis, Universitas 17 Agustus 1945 Surabaya.

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Abstract

Jabung District is a sub-district located in the Malang Regency area of 135.89 km2 or around 4.56 percent of the total area of Malang Regency. This sub-district consists of 15 villages, including Argosari, Gadingkembar, Gunungjati, Jabung, Kemantren, Kemiri, Kenongo, Ngadirejo, Pandansari Lor, Sidomulyo, Sidorejo, Slamparejo, Sukolilo, Sukopuro, and Taji. With a population of 74,311 people in 2020, with a population density of 592 people/km2. In Jabung District, especially in 4 villages, including Pandansari Lor Village, Gading Kembar Village, Argosari Village, and Kemiri Village, there is currently a water shortage. Siuk Source Potential has water potential large enough to meet the standard needs in these 4 villages by gravity. From the results of instantaneous discharge measurements during the dry season in 2021, it can be seen that the discharge in Sumber Siuk is 65 l/sec, and the planned collection to fulfill these 4 villages is 20 l/sec. Construction of the broncaptering and raw water distribution network was built in 3 stages. Before the physical implementation of the installation of distribution pipes in stage 3, a trial run was carried out from stage 1 and stage 2. The pipe material for stage 1 and stage 2 is PVC pipe Ø 6" Type RRJ-S10 and some galvanized iron pipes on bridges/river crossings Meanwhile, for phase 3, a distribution pipe line is planned leading to the Kemiri Village service with the same pipe specifications, namely Ø 6" PVC Pipe Type RRJ-S10 and HDPE PN 16 Pipe with a total length of 5822 m with a demand discharge of 7 l/s. From the results of the flow tests on the stage 1 and stage 2 distribution pipe lines, there were several points where the pipes broke and leaked. So it is important to recheck the system from the Siuk source to the last distribution pipe to the reservoir, this is bearing in mind that pipes still break at several points so that water can serve residents in the 4 villages optimally.

Item Type:	Thesis (Masters)
Uncontrolled Keywords:	Raw Water, Pipe Network
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > magister teknik sipil
Depositing User:	MTS Magister Teknik Sipil 2025
Date Deposited:	02 Mar 2001 17:03
Last Modified:	02 Mar 2001 18:27
URI:	http://repository.untag-sby.ac.id/id/eprint/37431

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