Publication:
Steady flow in small pipe networks using linear theory. January 1973.
Steady flow in small pipe networks using linear theory. January 1973.
| dc.contributor.author | Fietz, T. R. | en_US |
| dc.date.accessioned | 2021-11-25T12:45:44Z | |
| dc.date.available | 2021-11-25T12:45:44Z | |
| dc.date.issued | 1973 | en_US |
| dc.description.abstract | The linear theory of Wood and Charles (Proc. A.S.C.E. J. Hyds. Div. July 1972) is generalised to analyse steady flow in water supply networks of pipes, pumps and reservoirs. The method is efficient and applicable in networks up to fifty lines. | en_US |
| dc.identifier.isbn | 0858240734 | en_US |
| dc.identifier.uri | http://hdl.handle.net/1959.4/36354 | |
| dc.language | English | |
| dc.language.iso | EN | en_US |
| dc.publisher | University of New South Wales - Water Research Laboratory | en_US |
| dc.rights | CC BY-NC-ND 3.0 | en_US |
| dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/3.0/au/ | en_US |
| dc.source | Legacy MARC | en_US |
| dc.source | WRL Digitisation | |
| dc.subject.other | head loss | en_US |
| dc.subject.other | steady flow | en_US |
| dc.subject.other | pumps | en_US |
| dc.subject.other | pipes | en_US |
| dc.subject.other | networks | en_US |
| dc.title | Steady flow in small pipe networks using linear theory. January 1973. | en_US |
| dc.type | Report | en |
| dcterms.accessRights | open access | |
| dspace.entity.type | Publication | en_US |
| unsw.accessRights.uri | https://purl.org/coar/access_right/c_abf2 | |
| unsw.description.notePublic | Supplementary notes: See also Reports 128, 134. | en_US |
| unsw.identifier.doi | https://doi.org/10.4225/53/579fd028b5829 | en_US |
| unsw.publisher.place | Sydney | en_US |
| unsw.relation.faculty | Engineering | |
| unsw.relation.ispartofreportnumber | UNSW Water Research Laboratory Report No. 130 | en_US |
| unsw.relation.originalPublicationAffiliation | Fietz, T. R., Water Research Laboratory, Faculty of Engineering, UNSW | en_US |
| unsw.relation.school | School of Civil and Environmental Engineering | * |
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