Add to ORKGAn experimental study, funded by the Department of the Environment, was made of the factors governing the deposition of non-cohesive sediment in a 300mm diameter concrete pipe. A new optical device was developed for continuously measuring the rate of sediment transport in the system
Continuous pollution measurement is interesting to optimize the operation of sanitary facilities as ...
Accumulation of in-sewer sediments often causes problems such as loss of hydraulic capacity of sewer...
Laboratory measurements were made to measure flow capacity in partfull pipe with a stable plane sedi...
An experimental study was made of the factors governing the deposition of non-cohesive sediment in a...
Following from earlier work on sediment in sewers carried out at the Hydraulics Research Station (HR...
AbstractThe paper focus on the self-cleansing conditions which have to be satisfied in order to ensu...
Literature survey made in this research indicated that the roughness has a significant effect on the...
Sediment deposits in sewer system had been known to have adverse effects on the hydraulic performanc...
An experimental study of the transport of sediment in a part-full pipe was carried out in a concrete...
This report describes the results of laboratory studies carried out at HR on the movement of non-coh...
Multiple models from the literature and experimental datasets have been developed and collected to p...
PhD ThesisSewers have been designed on the concept of self-cleansing where sediments are expected t...
The mobility of granular in-sewer sediments was measured in a study which was carried out at the Nat...
There is still a long way to go in understanding the behaviour of solids in sewers due to the diffic...
Experiments focused on pollution transport and dispersion phenomena in conditions of low flow (low w...
Continuous pollution measurement is interesting to optimize the operation of sanitary facilities as ...
Accumulation of in-sewer sediments often causes problems such as loss of hydraulic capacity of sewer...
Laboratory measurements were made to measure flow capacity in partfull pipe with a stable plane sedi...
An experimental study was made of the factors governing the deposition of non-cohesive sediment in a...
Following from earlier work on sediment in sewers carried out at the Hydraulics Research Station (HR...
AbstractThe paper focus on the self-cleansing conditions which have to be satisfied in order to ensu...
Literature survey made in this research indicated that the roughness has a significant effect on the...
Sediment deposits in sewer system had been known to have adverse effects on the hydraulic performanc...
An experimental study of the transport of sediment in a part-full pipe was carried out in a concrete...
This report describes the results of laboratory studies carried out at HR on the movement of non-coh...
Multiple models from the literature and experimental datasets have been developed and collected to p...
PhD ThesisSewers have been designed on the concept of self-cleansing where sediments are expected t...
The mobility of granular in-sewer sediments was measured in a study which was carried out at the Nat...
There is still a long way to go in understanding the behaviour of solids in sewers due to the diffic...
Experiments focused on pollution transport and dispersion phenomena in conditions of low flow (low w...
Continuous pollution measurement is interesting to optimize the operation of sanitary facilities as ...
Accumulation of in-sewer sediments often causes problems such as loss of hydraulic capacity of sewer...
Laboratory measurements were made to measure flow capacity in partfull pipe with a stable plane sedi...