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Volumn 10, Issue 2, 2010, Pages 165-172

Study on the impacts of peaking factors on a water distribution system in Germany

Author keywords

Budget; Modelling; Peaking factors; Water age; Water demand; Water distribution system

Indexed keywords

BUDGET CONTROL; ENERGY UTILIZATION; FACTOR ANALYSIS; INVESTMENTS; MODELS; SYSTEMS ANALYSIS; WATER SUPPLY SYSTEMS;

EID: 77955060150     PISSN: 16069749     EISSN: None     Source Type: Journal    
DOI: 10.2166/ws.2010.168     Document Type: Article
Times cited : (6)

References (21)
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  • 2
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    • Effect of demand management and system operation on potable water infrastructure costs
    • Burn, L. S., De Silva, D. & Shipton, R. J. 2002 Effect of demand management and system operation on potable water infrastructure costs. Urban Water 4, 229-230.
    • (2002) Urban Water , vol.4 , pp. 229-230
    • Burn, L.S.1    De Silva, D.2    Shipton, R.J.3
  • 6
    • 0033045833 scopus 로고    scopus 로고
    • Degree of utilisation-the reciprocal of the peak factor. Its application in the operation of a water supply and distribution system
    • Johnson, E. H. 1999 Degree of utilisation-the reciprocal of the peak factor. Its application in the operation of a water supply and distribution system. Water SA 25(1), 112.
    • (1999) Water SA , vol.25 , Issue.1 , pp. 112
    • Johnson, E.H.1
  • 9
    • 0003606110 scopus 로고    scopus 로고
    • U.S. Environmental protection agency, Cincinnati
    • Rossman, L. A. 2000 EPANET 2 USERS MANUAL. U.S. Environmental protection agency, Cincinnati.
    • (2000) EPANET 2 Users Manual
    • Rossman, L.A.1
  • 10
    • 27444437928 scopus 로고    scopus 로고
    • Peaking demand factor-based reliability analysis of water distribution systems
    • Surendran, S., Tanyimboh, T. T. & Tabesh, M. 2005 Peaking demand factor-based reliability analysis of water distribution systems. Adv. Eng. Softw. 36, 789-796.
    • (2005) Adv. Eng. Softw. , vol.36 , pp. 789-796
    • Surendran, S.1    Tanyimboh, T.T.2    Tabesh, M.3
  • 11
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    • Peak demands-Results of the German research programme
    • Int. Standing Committee on Distribution Problems: Subject No. 5
    • Tessendorff, H. 1980 Peak demands-Results of the German research programme. Proc. 13th Congr. Int. Water Supply Assoc. Int. Standing Committee on Distribution Problems: Subject No. 5.
    • (1980) Proc. 13th Congr. Int. Water Supply Assoc.
    • Tessendorff, H.1
  • 12
    • 0040362344 scopus 로고    scopus 로고
    • Looped water distribution networks design using a resilience index based heuristic approach
    • Todini, E. 2000 Looped water distribution networks design using a resilience index based heuristic approach. Urban Water 2, 119-122.
    • (2000) Urban Water , vol.2 , pp. 119-122
    • Todini, E.1
  • 15
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    • U. S. Bureau of Reclamation Watson Engineering, Fort Peck Assiniboine and SiouxWater Supply System, Dry Prairie Rural Water System
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.