Zobrazeno 1 - 10
of 83
pro vyhledávání: '"Don J. Wood"'
Publikováno v:
Journal - American Water Works Association. 101:64-73
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c21aca83caf10845045c16174999ddd
https://doi.org/10.1002/j.1551-8833.2009.tb09907.x
https://doi.org/10.1002/j.1551-8833.2009.tb09907.x
Publikováno v:
Journal - American Water Works Association. 101:100-111
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c32524febcaba7de7e886ea7c5093573
https://doi.org/10.1002/j.1551-8833.2009.tb09877.x
https://doi.org/10.1002/j.1551-8833.2009.tb09877.x
Publikováno v:
Journal - American Water Works Association. 101:75-89
Recent water quality studies have emphasized the need for transient analysis of large pipe networks to properly assess the potential level of intrusion associated with negative pressure and the resulting effect on disinfectant residual efficiency. Tr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c545abe10ea40f3f2cce3f7bbf2f687a
https://doi.org/10.1002/j.1551-8833.2009.tb09841.x
https://doi.org/10.1002/j.1551-8833.2009.tb09841.x
Publikováno v:
Journal - American Water Works Association. 99:87-98
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::adc4872326b4ad31328033f5a559429e
https://doi.org/10.1002/j.1551-8833.2007.tb08109.x
https://doi.org/10.1002/j.1551-8833.2007.tb08109.x
Publikováno v:
Journal - American Water Works Association. 99:112-123
Many surge analysis and design rules have evolved overtime to help utilities cope with the complexity of transient phenomena. These rules have been widely applied to simplify analysis by restricting both the number and difficulty of the transient cas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e84ca68f4ff33d63a785495fb1717e2
https://doi.org/10.1002/j.1551-8833.2007.tb07851.x
https://doi.org/10.1002/j.1551-8833.2007.tb07851.x
Autor:
Don J. Wood
Publikováno v:
Journal of Environmental Engineering. 131:1123-1131
For most piping systems the maximum and minimum operating pressures occur during transient operations. Therefore it is essential to good design and operation to perform a transient analysis for normal startup and shutdown and for unplanned events suc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86161c789f160cfe71e63fcd2ca629dc
https://doi.org/10.1061/(asce)0733-9372(2005)131:8(1123)
https://doi.org/10.1061/(asce)0733-9372(2005)131:8(1123)
Publikováno v:
Journal - American Water Works Association. 97:104-115
The authors compared two numerical methods-one Eulerian-based, the other Lagrangian-based-for modeling hydraulic transients in water distribution systems. The method of characteristics (MOC), considered to be the most accurate of the Eulerian methods
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e936ee692b597d1b1e81f0d0e74fedb
https://doi.org/10.1002/j.1551-8833.2005.tb10936.x
https://doi.org/10.1002/j.1551-8833.2005.tb10936.x
Publikováno v:
Journal - American Water Works Association. 97:111-124
Transients can introduce large pressure forces and rapid fluid accelerations into a water distribution system. These disturbances may result in pump and device failures, system fatigue or pipe ruptures, and even the backflow/intrusion of dirty water.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc4ca436a06b18f69671f4138fd3b2b7
https://doi.org/10.1002/j.1551-8833.2005.tb10892.x
https://doi.org/10.1002/j.1551-8833.2005.tb10892.x
Autor:
Melinda Friedman, James E. Funk, Don J. Wood, Mark W. LeChevallier, Richard W. Gullick, James Case
Publikováno v:
Journal of Water Supply: Research and Technology-Aqua. 54:65-81
A variety of normal water distribution system operations will result in pressure fluctuations that can possibly lead to the occurrence of relatively brief (transient) low or negative pressures at various locations of the system, thus creating the pot
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3cd88d3dd1f7d9695c6cfbed835aedb6
https://doi.org/10.2166/aqua.2005.0007
https://doi.org/10.2166/aqua.2005.0007
Publikováno v:
Water Encyclopedia
The validity of a hydraulic network model of a water distribution system depends largely on the accuracy of input data and the assumptions made in developing the model. Although much of the data can be obtained with a high degree of certainty, certai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2de3630d7210d75753d4aa47beef9f8f
https://doi.org/10.1002/047147844x.sw71
https://doi.org/10.1002/047147844x.sw71