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|a DE-627
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|e rakwb
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|a eng
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|a Frehmann, T
|e verfasserin
|4 aut
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|a Modelling of sedimentation and remobilization in in-line storage sewers for stormwater treatment
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|c 2005
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|a Text
|b txt
|2 rdacontent
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|a ohne Hilfsmittel zu benutzen
|b n
|2 rdamedia
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|a Date Completed 03.01.2006
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|a Date Revised 19.04.2006
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|a published: Print
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|a Citation Status MEDLINE
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|a A special arrangement of combined sewer overflow tanks is the in-line storage sewer with downstream discharge (ISS-down). This layout has the advantage that, besides the sewer system, no other structures are required for stormwater treatment. The verification of the efficiency with respect to the processes of sedimentation and remobilization of sediment within the in-line storage sewer with downstream discharge is carried out in a combination of a field and a pilot plant study. The model study was carried out using a pilot plant model scaled 1:13. The following is intended to present some results of the pilot plant study and the mathematical empirical modelling of the sedimentation and remobilization process
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|a Journal Article
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|a Sewage
|2 NLM
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|a Flores, C
|e verfasserin
|4 aut
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|a Luekewille, F
|e verfasserin
|4 aut
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|a Mietzel, T
|e verfasserin
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|a Spengler, B
|e verfasserin
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|a Geiger, W F
|e verfasserin
|4 aut
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|i Enthalten in
|t Water science and technology : a journal of the International Association on Water Pollution Research
|d 1986
|g 52(2005), 5 vom: 01., Seite 151-8
|w (DE-627)NLM098149431
|x 0273-1223
|7 nnns
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|g volume:52
|g year:2005
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|g day:01
|g pages:151-8
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|d 52
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|h 151-8
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