{"id":849,"date":"2012-05-16T11:50:13","date_gmt":"2012-05-16T18:50:13","guid":{"rendered":"http:\/\/beltegrity.com\/?page_id=849"},"modified":"2012-08-24T13:42:04","modified_gmt":"2012-08-24T20:42:04","slug":"abstract-western-way-pump-station","status":"publish","type":"page","link":"https:\/\/kriegerandstewart.com\/?page_id=849","title":{"rendered":"Abstract – Western Way Pump Station"},"content":{"rendered":"

Western Way Pump Station<\/h2>\n

Client:\u00a0 Eastern Municipal Water District
\nLocation:\u00a0 Perris, California
\nConstruction Cost:\u00a0 Not yet Constructed<\/p>\n

<\/p>\n

Project Features:
\n<\/strong><\/span><\/h3>\n
    \n
  • High Capacity, Dual Zone Pump Station<\/span><\/li>\n
  • Vertical Turbine Pumping Units with VFDs<\/strong><\/span><\/li>\n
  • Surge Analyses and Noise Impact Study<\/strong><\/span><\/li>\n
  • Provisions for Standby Power Generation Building<\/strong><\/span><\/li>\n
  • Masonry Block Building<\/strong><\/span><\/li>\n
  • Multi-Agency Coordination Required<\/strong><\/span><\/li>\n
  • Involved Subconsultants for Noise, Architecture, and Landscape Architecture<\/strong><\/span><\/li>\n
  • SCE Utility Service Coordination Required<\/strong><\/span><\/li>\n
  • SCADA System<\/span><\/li>\n<\/ul>\n

    <\/div>\n

    <\/p>\n

    \"Western<\/p>\n

    <\/div>
    \n

    <\/div><\/p>\n

    Description:<\/h3>\n

    The Western Way Pump Station project consisted of hydraulic analysis and modeling for present and future water supply from the MWD 96″ Perris Valley Pipeline to the District’s 1627 and 1705\u00a0Pressure Zones, and pumping unit selection.\u00a0 The project was designed for initial operation with provision to add and change pumping units for future operation.\u00a0 The 1627 Zone was designed with six ultimate pumping units, five at 300\u00a0hp at 32,000 gpm initial capacity and six 500 hp pumping units at 58,800 gpm future capacity.\u00a0 The 1705\u00a0Zone was designed with three ultimate pumping units, two 60 hp pumping units at 1,800 gpm initial capacity and three 350 hp pumping units at 10,500\u00a0gpm future capacity.\u00a0 Project design also included a tilt\u2011up concrete pump building with bridge cranes, ultimate site layout for addition of standby power generation building, 18 pulse variable frequency drives for all pumping units, and design of electrical and control facilities for expansion to accommodate ultimate requirements.<\/p>\n

    Services Provided:<\/h3>\n

    Krieger & Stewart provided preliminary and final design services, which consisted of network modeling and hydraulic analyses, station capacity determination, pump selection, surge analyses, design survey, geotechnical investigation, record of survey, preparation of preliminary layouts, pre-negotiation of equipment, utility service design and coordination, noise impact study, preparation of contract documents, and preparation of construction cost estimates.<\/p>\n","protected":false},"excerpt":{"rendered":"

    Western Way Pump Station Client:\u00a0 Eastern Municipal Water District Location:\u00a0 Perris, California Construction Cost:\u00a0 Not yet Constructed Description: The Western Way Pump Station project consisted of hydraulic analysis and modeling for present and future water supply from the MWD 96″ Perris Valley Pipeline to the District’s 1627 and 1705\u00a0Pressure Zones, and pumping unit selection.\u00a0 The […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"open","ping_status":"open","template":"","meta":{"footnotes":""},"class_list":["post-849","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/kriegerandstewart.com\/index.php?rest_route=\/wp\/v2\/pages\/849","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/kriegerandstewart.com\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/kriegerandstewart.com\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/kriegerandstewart.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/kriegerandstewart.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=849"}],"version-history":[{"count":2,"href":"https:\/\/kriegerandstewart.com\/index.php?rest_route=\/wp\/v2\/pages\/849\/revisions"}],"predecessor-version":[{"id":1923,"href":"https:\/\/kriegerandstewart.com\/index.php?rest_route=\/wp\/v2\/pages\/849\/revisions\/1923"}],"wp:attachment":[{"href":"https:\/\/kriegerandstewart.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=849"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}