Assessing the Hydraulic Performance of Ntungamo Town Piped Water Distribution System.

A water supply system comprises engineered hydrologic and hydraulic components designed to deliver water for various purposes. Water is a fundamental necessity for all living beings, yet the demand for water—spanning domestic, industrial, and agricultural needs—continues to rise, while water sources...

Full description

Saved in:
Bibliographic Details
Main Author: Ahimbisibwe, James
Format: Thesis
Language:English
Published: Kabale University 2024
Subjects:
Online Access:http://hdl.handle.net/20.500.12493/2481
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1823844183513759744
author Ahimbisibwe, James
author_facet Ahimbisibwe, James
author_sort Ahimbisibwe, James
collection KAB-DR
description A water supply system comprises engineered hydrologic and hydraulic components designed to deliver water for various purposes. Water is a fundamental necessity for all living beings, yet the demand for water—spanning domestic, industrial, and agricultural needs—continues to rise, while water sources remain limited. This creates a significant challenge for authorities worldwide to meet growing demands using finite resources. Water distribution networks are crucial for regional development, as they serve multiple purposes beyond providing water for human consumption, directly influencing a nation's progress. Reliable water supply, a key component of these networks, plays a vital role in sustaining and improving public quality of life. To address the challenges of water scarcity and insufficient pressure, designing new water distribution systems or upgrading existing networks becomes essential. This study focused on assessing the existing water distribution network in Ntungamo Town, Ntungamo District, using EPANET 2.0 software. The area was selected due to recurring issues such as water scarcity and low pressure affecting different parts of the town. The study involved simulating the pipe and junction network system to analyze its behavior under varying input conditions using EPANET 2.0. Hydraulic parameters, including head, pressure, and flow rate, were evaluated during the simulations. The findings demonstrated that the pressures at junctions and the flow rates and velocities in pipes were generally feasible for providing adequate water to the area. However, the study identified that low water pressures in Ntungamo Town's piped water distribution system were primarily due to insufficient water yield within the system.
format Thesis
id oai:idr.kab.ac.ug:20.500.12493-2481
institution KAB-DR
language English
publishDate 2024
publisher Kabale University
record_format dspace
spelling oai:idr.kab.ac.ug:20.500.12493-24812024-12-22T00:01:38Z Assessing the Hydraulic Performance of Ntungamo Town Piped Water Distribution System. Ahimbisibwe, James Assessing Hydraulic Performance Ntungamo Town Piped Water Distribution System A water supply system comprises engineered hydrologic and hydraulic components designed to deliver water for various purposes. Water is a fundamental necessity for all living beings, yet the demand for water—spanning domestic, industrial, and agricultural needs—continues to rise, while water sources remain limited. This creates a significant challenge for authorities worldwide to meet growing demands using finite resources. Water distribution networks are crucial for regional development, as they serve multiple purposes beyond providing water for human consumption, directly influencing a nation's progress. Reliable water supply, a key component of these networks, plays a vital role in sustaining and improving public quality of life. To address the challenges of water scarcity and insufficient pressure, designing new water distribution systems or upgrading existing networks becomes essential. This study focused on assessing the existing water distribution network in Ntungamo Town, Ntungamo District, using EPANET 2.0 software. The area was selected due to recurring issues such as water scarcity and low pressure affecting different parts of the town. The study involved simulating the pipe and junction network system to analyze its behavior under varying input conditions using EPANET 2.0. Hydraulic parameters, including head, pressure, and flow rate, were evaluated during the simulations. The findings demonstrated that the pressures at junctions and the flow rates and velocities in pipes were generally feasible for providing adequate water to the area. However, the study identified that low water pressures in Ntungamo Town's piped water distribution system were primarily due to insufficient water yield within the system. 2024-12-21T08:31:31Z 2024-12-21T08:31:31Z 2024 Thesis Ahimbisibwe, James (2024). Assessing the Hydraulic Performance of Ntungamo Town Piped Water Distribution System. Kabale: Kabale University. http://hdl.handle.net/20.500.12493/2481 en Attribution-NonCommercial-NoDerivs 3.0 United States http://creativecommons.org/licenses/by-nc-nd/3.0/us/ application/pdf Kabale University
spellingShingle Assessing
Hydraulic Performance
Ntungamo Town
Piped Water Distribution System
Ahimbisibwe, James
Assessing the Hydraulic Performance of Ntungamo Town Piped Water Distribution System.
title Assessing the Hydraulic Performance of Ntungamo Town Piped Water Distribution System.
title_full Assessing the Hydraulic Performance of Ntungamo Town Piped Water Distribution System.
title_fullStr Assessing the Hydraulic Performance of Ntungamo Town Piped Water Distribution System.
title_full_unstemmed Assessing the Hydraulic Performance of Ntungamo Town Piped Water Distribution System.
title_short Assessing the Hydraulic Performance of Ntungamo Town Piped Water Distribution System.
title_sort assessing the hydraulic performance of ntungamo town piped water distribution system
topic Assessing
Hydraulic Performance
Ntungamo Town
Piped Water Distribution System
url http://hdl.handle.net/20.500.12493/2481
work_keys_str_mv AT ahimbisibwejames assessingthehydraulicperformanceofntungamotownpipedwaterdistributionsystem