Perencanaan Jaringan Air Bersih Desa Kampung Pinang Kabupaten Kampar Dengan Software Epanet 2.0

Ramadhan, Athasyafa (2022) Perencanaan Jaringan Air Bersih Desa Kampung Pinang Kabupaten Kampar Dengan Software Epanet 2.0. Other thesis, Universitas Islam Riau.

[img] Text
163110106.pdf - Submitted Version
Restricted to Repository staff only

Download (3MB) | Request a copy

Abstract

The need for water in Indonesia is still not distributed evenly. Water is not distributed evenly due to obstacles and problems. Based on observations in Kampung Pinang, Kampar District, there is already a water reservoir, but in the reservoir there is no water distribution system available to homes to meet community needs. To analyze the problems and efforts to complete this research, the researcher uses a literature study that is used to obtain clarity of concepts in research, namely by obtaining books, journals, and previous research, which contains the basics of theory and calculation formulas, and obtains data that support in completing this research, namely secondary data in the form of population data, village maps and other data obtained directly from parties related to this research. Planning for a water system network using EPANET 2.0 software in hamlet 1 and hamlet 2, Kampung Pianang, Kampar District is carried out using the gravity method and using a pump where the water source comes from an existing reservoir. The projected population of the village of Kampung Pinang until 2030 is 1385 people, so by analyzing water needs, it is found that the need for water in 2030 is 1.742 l/second. From the simulation results of the EPANET 2.0 software with the gravity method on the water network in the village of Kampung Pinang, the highest pressure value is 11.97 m at junction J4 and the lowest pressure is 3.80 m at junction J20. Meanwhile, all pressure values using a pump have met the requirements. The highest velocity is 0.14 m/s on pipe P1 and pipe P2 and the lowest speed is 0.01 m/s on pipe P12. The highest energy loss (headloss) is 0.39 m/km on the P1 pipe and P2 pipe and the lowest energy loss is 0.01 m/km on the P12 pipe.

Item Type: Thesis (Other)
Contributors:
ContributionContributorsNIDN/NIDK
SponsorHarmiyati, HarmiyatiUNSPECIFIED
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: > Teknik Sipil
Depositing User: Budi Santoso S.E
Date Deposited: 20 Dec 2022 06:43
Last Modified: 20 Dec 2022 06:43
URI: http://repository.uir.ac.id/id/eprint/18534

Actions (login required)

View Item View Item