Thesis Open Access

ASSESSMENT OF THE IMPACT OF ENGINEERING MEASURES ON EFFECTIVE WATER DEMAND MANAGEMENT OF MOJO TOWN WATER SUPPLY SYSTEM, OROMIA, ETHIOPIA

NAGARA WAKGARI FUTASA


DCAT Export

<?xml version='1.0' encoding='utf-8'?>
<rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:adms="http://www.w3.org/ns/adms#" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:dct="http://purl.org/dc/terms/" xmlns:dctype="http://purl.org/dc/dcmitype/" xmlns:dcat="http://www.w3.org/ns/dcat#" xmlns:duv="http://www.w3.org/ns/duv#" xmlns:foaf="http://xmlns.com/foaf/0.1/" xmlns:frapo="http://purl.org/cerif/frapo/" xmlns:geo="http://www.w3.org/2003/01/geo/wgs84_pos#" xmlns:gsp="http://www.opengis.net/ont/geosparql#" xmlns:locn="http://www.w3.org/ns/locn#" xmlns:org="http://www.w3.org/ns/org#" xmlns:owl="http://www.w3.org/2002/07/owl#" xmlns:prov="http://www.w3.org/ns/prov#" xmlns:rdfs="http://www.w3.org/2000/01/rdf-schema#" xmlns:schema="http://schema.org/" xmlns:skos="http://www.w3.org/2004/02/skos/core#" xmlns:vcard="http://www.w3.org/2006/vcard/ns#" xmlns:wdrs="http://www.w3.org/2007/05/powder-s#">
  <rdf:Description rdf:about="https://doi.org/10.20372/nadre:2596">
    <rdf:type rdf:resource="http://www.w3.org/ns/dcat#Dataset"/>
    <dct:type rdf:resource="http://purl.org/dc/dcmitype/Text"/>
    <dct:identifier rdf:datatype="http://www.w3.org/2001/XMLSchema#anyURI">https://doi.org/10.20372/nadre:2596</dct:identifier>
    <foaf:page rdf:resource="https://doi.org/10.20372/nadre:2596"/>
    <dct:creator>
      <rdf:Description>
        <rdf:type rdf:resource="http://xmlns.com/foaf/0.1/Agent"/>
        <foaf:name>NAGARA WAKGARI FUTASA</foaf:name>
      </rdf:Description>
    </dct:creator>
    <dct:title>ASSESSMENT OF THE IMPACT OF ENGINEERING MEASURES ON EFFECTIVE WATER DEMAND MANAGEMENT OF MOJO TOWN WATER SUPPLY SYSTEM, OROMIA, ETHIOPIA</dct:title>
    <dct:publisher>
      <foaf:Agent>
        <foaf:name>Zenodo</foaf:name>
      </foaf:Agent>
    </dct:publisher>
    <dct:issued rdf:datatype="http://www.w3.org/2001/XMLSchema#gYear">2022</dct:issued>
    <dct:issued rdf:datatype="http://www.w3.org/2001/XMLSchema#date">2022-02-01</dct:issued>
    <owl:sameAs rdf:resource="https://nadre.ethernet.edu.et/record/2596"/>
    <adms:identifier>
      <adms:Identifier>
        <skos:notation rdf:datatype="http://www.w3.org/2001/XMLSchema#anyURI">https://nadre.ethernet.edu.et/record/2596</skos:notation>
        <adms:schemeAgency>url</adms:schemeAgency>
      </adms:Identifier>
    </adms:identifier>
    <dct:isVersionOf rdf:resource="https://doi.org/10.20372/nadre:2595"/>
    <dct:isPartOf rdf:resource="https://nadre.ethernet.edu.et/communities/aastu"/>
    <dct:isPartOf rdf:resource="https://nadre.ethernet.edu.et/communities/zenodo"/>
    <dct:description>&lt;p&gt;Water loss management is the indicators of water supply structure management for effective water demand management. Water supply service scarcity was a reoccurring concern in the study area&amp;rsquo;s water supply system, despite the presence of water supply source capacity. The objectives of this study are to evaluate water loss, to evaluate hydraulic performance and to indentify possible engineering measures to control water loss. The annual production and consumption were the secondary data collected for water loss analysis using water balance and top-down approach methods. Water source capacity, pipe size, service reservoir capacity, junction demand and elevation were the major input data for hydraulic performance analysis using waterGEMS CONNECT EDITION update 2. Water loss performance, hydraulic performance and the existing water supply structure situation were the engineering measures impact considered for problem identification to propose possible engineering measures to control water loss for effective water demand management. 46.4 percent of unaccounted for water, 19 percent of junctions covered by above maximum allowable pressure of 70m pressure head during maximum consumption hour, and 85 percent of junctions covered by above maximum allowable pressure of 70m pressure head during minimum consumption hour hydraulic performance were indicators of the existing engineering measures impact. Pressure management, active leakage control, speed quality maintenance, and asset management were the identified engineering measures to conrol water loss for effective water demand management&lt;/p&gt;</dct:description>
    <dct:accessRights rdf:resource="http://publications.europa.eu/resource/authority/access-right/PUBLIC"/>
    <dct:accessRights>
      <dct:RightsStatement rdf:about="info:eu-repo/semantics/openAccess">
        <rdfs:label>Open Access</rdfs:label>
      </dct:RightsStatement>
    </dct:accessRights>
    <dcat:distribution>
      <dcat:Distribution>
        <dct:rights>
          <dct:RightsStatement rdf:about="http://www.opendefinition.org/licenses/cc-by">
            <rdfs:label>Creative Commons Attribution</rdfs:label>
          </dct:RightsStatement>
        </dct:rights>
        <dcat:accessURL rdf:resource="https://doi.org/10.20372/nadre:2596"/>
      </dcat:Distribution>
    </dcat:distribution>
    <dcat:distribution>
      <dcat:Distribution>
        <dcat:accessURL rdf:resource="https://doi.org/10.20372/nadre:2596"/>
        <dcat:byteSize>4029897</dcat:byteSize>
        <dcat:downloadURL rdf:resource="https://nadre.ethernet.edu.et/record/2596/files/f1049500552.pdf"/>
        <dcat:mediaType>application/pdf</dcat:mediaType>
      </dcat:Distribution>
    </dcat:distribution>
  </rdf:Description>
</rdf:RDF>
0
0
views
downloads
All versions This version
Views 00
Downloads 00
Data volume 0 Bytes0 Bytes
Unique views 00
Unique downloads 00

Share

Cite as