1989
DOI: 10.1111/j.1747-6593.1989.tb01437.x
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Sediments in Sewers

Abstract: A recent survey has suggested that up to 25 000 km of UK sewerage networks may be affected by in‐pipe sediment deposits. Field evidence indicates that, typically, up to 90% of the pollution load discharged from storm sewage overflows may be derived from the erosion of accumulated in‐system sediment, commonly referred to as silt. A sewer flow quality simulation model is being developed under the aegis of the WRc/Water Industry Collaborative River Basin Management research programme. Such a model will enable sew… Show more

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Cited by 112 publications
(47 citation statements)
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“…Results are different with the 30% concentration sludge (collected after dewatering process in a WWTP) disposed as large aggregates on the PVC plate: this type of sludge is dense enough to be detected with a well-defined water-sediment interface. Even if research objectives and experimental conditions were different, these observations are consistent with the results reported by Carnicina and Larrarte (2014) who investigated the response of the same sonar for sewer sediments of types A (compact coarse mineral material) and C (loose fine organic particles) according to the sediment classification proposed by Crabtree (1989): the type A sediment generates a signal with a different gradient profile (single gradient peak i.e. well defined interface) than type C sediment (multiple gradient peaks and less accurate determination of the interface).…”
Section: Repeatability and Uncertaintysupporting
confidence: 89%
“…Results are different with the 30% concentration sludge (collected after dewatering process in a WWTP) disposed as large aggregates on the PVC plate: this type of sludge is dense enough to be detected with a well-defined water-sediment interface. Even if research objectives and experimental conditions were different, these observations are consistent with the results reported by Carnicina and Larrarte (2014) who investigated the response of the same sonar for sewer sediments of types A (compact coarse mineral material) and C (loose fine organic particles) according to the sediment classification proposed by Crabtree (1989): the type A sediment generates a signal with a different gradient profile (single gradient peak i.e. well defined interface) than type C sediment (multiple gradient peaks and less accurate determination of the interface).…”
Section: Repeatability and Uncertaintysupporting
confidence: 89%
“…It has been described by the study of Arthur et al (2008) that the wastewater flow/velocity determines the occurrence of sewer blockages. The wastewater quality also lead to sewer blockages which is outlined in the studies by Crabtree (1989);Mitchener & Torfs (1996);Verbanck et al (1994); Williams et al (1989) (see on section Blockages for details).…”
Section: Wastewater Transformation In Sewerage Systemsmentioning
confidence: 99%
“…624 -642 The published article can be downloaded from: http://dx.doi.org/10. 2166/wst.2012.902 solids in sewage contain soluble organic matter and the remaining FOGs which makes the solids cohesive (Crabtree 1989). Sewer pollutant transformations also contribute to the formation of cohesive solids (Verbanck et al 1994;Williams et al 1989).…”
Section: Blockagesmentioning
confidence: 99%
“…Crabtree [21] describes five categories of sediment deposits, based on observations of the provenance, nature, and location of the deposits within the sewer system. Sediment deposits in The Netherlands can typically be classified as type C: mobile, fine grained deposits found in slack flow zones.…”
Section: Description Of In-sewer Defectsmentioning
confidence: 99%