Show simple item record

dc.contributor.authorMarchi Angela;Dandy Graeme C.;Boccelli Dominic L.;Masud Rana S. M.
dc.date.accessioned2019-02-26T07:53:54Z
dc.date.available2019-02-26T07:53:54Z
dc.date.issued2018
dc.identifier.other%28ASCE%29WR.1943-5452.0000909.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250137
dc.description.abstractThe estimation of user demands in water distribution systems is usually based on flow and pressure measurements in the system. Even when the number of measurements is larger than or equal to the number of unknowns, the system may not be observable; i.e., not all unknown variables can be estimated. Common estimation methods (e.g., the weighted least-square error) do not automatically identify an unobservable system and may provide unreliable results. This paper builds on the algebraic approach recently proposed, where the unknown variables considered were the nodal heads, and modifies the approach in order to estimate the demand multipliers of the demand patterns. A comparison between algebraic and finite difference derivatives is also presented and shows that finite differences cannot be used to assess the observability of the system.
dc.publisherAmerican Society of Civil Engineers
dc.titleAssessing the Observability of Demand Pattern Multipliers in Water Distribution Systems Using Algebraic and Numerical Derivatives
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue5
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0000909
dc.page4018014
dc.treeJournal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 005
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record