Zobrazeno 1 - 10
of 42
pro vyhledávání: '"R H J Sellin"'
Autor:
Ponnambalam Rameshwaran, Jim H. Chandler, Xin Sun, R. H. J. Sellin, Ichiro Fujita, Koji Shiono
Publikováno v:
Proceedings of the Institution of Civil Engineers - Water Management. 163:247-254
This paper reports on an estimation method used to quantify discharge in the small irregular channel of the River Blackwater, using large-scale particle image velocimetry (LSPIV). The test reach (250 m × 60 m) consists of relatively straight and mul
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca0302927351e3fcebac369b92c7a042
https://doi.org/10.1680/wama.2010.163.5.247
https://doi.org/10.1680/wama.2010.163.5.247
Publikováno v:
Proceedings of the Institution of Civil Engineers - Bridge Engineering. 162:15-24
Sir Alfred Pugsley's career involved work on aircraft structures and structural engineering from the 1920s onwards. A large archive of his working papers has recently been presented to the University of Bristol, where he was professor of civil engine
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2cf6463578bdda979ea9aeba61b046f4
https://doi.org/10.1680/bren.2009.162.1.15
https://doi.org/10.1680/bren.2009.162.1.15
Autor:
R. H. J. Sellin, D. P. van Beesten
Publikováno v:
Proceedings of the Institution of Civil Engineers - Water Management. 157:21-33
This paper describes the results obtained from a five-year study of a two-stage river channel with a managed flood-plain, in the south of England. Water levels at five sections, as well as the discharge, have been measured and recorded at 15 min inte
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cee94a68769939fd8ec3374166bceb48
https://doi.org/10.1680/wama.2004.157.1.21
https://doi.org/10.1680/wama.2004.157.1.21
Publikováno v:
Journal of Hydraulic Research. 42:493-506
A series of experiments are reported on the conveyance of over-bank mobile bed meandering channels, using the UK Flood Channel Facility at HR Wallingford. The sides of the inner channel were fixed whilst the bed was formed of graded material with a d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3de08100779ed865e89decdbbce60e3a
https://doi.org/10.1080/00221686.2004.9641219
https://doi.org/10.1080/00221686.2004.9641219
Publikováno v:
Journal of Hydraulic Research. 41:3-14
physical (hydraulic) modelling of river systems subject to overbank flow require the simulation of floodplain roughness. significant full and reduced scale experiments have now been carried out to establish the flow resistance of a range of real and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::12f7393f9201c178c9cf8d6888ab4536
https://doi.org/10.1080/00221680309499924
https://doi.org/10.1080/00221680309499924
Publikováno v:
Water and Environment Journal. 15:244-251
Every year, major disasters and the associated damage and loss in the UK cost millions of pounds. One of the many ways that river engineers have responded to this is to collect and upgrade the amount, and quality, of the information about floods (inl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31c023eaaf721ba1f4c09f0640a8d55f
https://doi.org/10.1111/j.1747-6593.2001.tb00349.x
https://doi.org/10.1111/j.1747-6593.2001.tb00349.x
Publikováno v:
Scopus-Elsevier
A relocated length of the River Blackwater in Hampshire, UK, has been designed and constructed as a doubly-sinuous, two-stage channel. This has been established as a field test site with water level and discharge recording equipment for an ongoing an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f15971eb6756abbfd09e400f127b9a5f
https://doi.org/10.1111/j.1747-6593.2001.tb00335.x
https://doi.org/10.1111/j.1747-6593.2001.tb00335.x
Publikováno v:
Journal of Hydraulic Engineering. 126:653-669
This paper presents a practical method to predict depth-averaged velocity and shear stress for straight and meandering overbank flows. An analytical solution to the depth-integrated turbulent form of the Navier-Stokes equation is presented that inclu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd32eea71e2ffb4282a85abcdc60e97a
https://doi.org/10.1061/(asce)0733-9429(2000)126:9(653)
https://doi.org/10.1061/(asce)0733-9429(2000)126:9(653)
Autor:
Martin F. Lambert, R. H. J. Sellin
Publikováno v:
Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering. 142:103-112
With the increased emphasis on more environmentally appropriate drainage and river channel design, new techniques must be developed to allow designers adequately to assess the discharge capacity of these systems. Unlike the more traditional channel d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba3aac28fa1827475bcd32fba0437fbc
https://doi.org/10.1680/wame.2000.142.2.103
https://doi.org/10.1680/wame.2000.142.2.103
Autor:
R. H. J. Sellin, JW Hoyt
Publikováno v:
Experiments in Fluids. 28:261-265
Sheridan et al. (1997) have recently published particle-image-velocimetry (PIV) results showing water flow patterns around a cylinder at various values of shallow immersion. These results have been compared with a turbulent-flow tracer study of some
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d00083e16f7f7d56669b7e9a791a15a4
https://doi.org/10.1007/s003480050386
https://doi.org/10.1007/s003480050386