Optimise inlet condition and design parameters of a new sewer overflow screening device using numerical model

After heavy rainfall, sewer overflow spills to receiving water bodies cause serious concern for the environment, aesthetics and public health. To overcome these problems this study investigated a new self-cleansing sewer overflow screening device. The device has a sewer overflow chamber, a rectangul...

Description complète

Détails bibliographiques
Publié dans:Water science and technology : a journal of the International Association on Water Pollution Research. - 1986. - 70(2014), 11 vom: 07., Seite 1880-7
Auteur principal: Aziz, M A (Auteur)
Autres auteurs: Imteaz, M A, Huda, Nazmul, Naser, J
Format: Article en ligne
Langue:English
Publié: 2014
Accès à la collection:Water science and technology : a journal of the International Association on Water Pollution Research
Sujets:Journal Article
LEADER 01000caa a22002652c 4500
001 NLM24452811X
003 DE-627
005 20250217220025.0
007 cr uuu---uuuuu
008 231224s2014 xx |||||o 00| ||eng c
024 7 |a 10.2166/wst.2014.422  |2 doi 
028 5 2 |a pubmed25n0815.xml 
035 |a (DE-627)NLM24452811X 
035 |a (NLM)25500477 
040 |a DE-627  |b ger  |c DE-627  |e rakwb 
041 |a eng 
100 1 |a Aziz, M A  |e verfasserin  |4 aut 
245 1 0 |a Optimise inlet condition and design parameters of a new sewer overflow screening device using numerical model 
264 1 |c 2014 
336 |a Text  |b txt  |2 rdacontent 
337 |a ƒaComputermedien  |b c  |2 rdamedia 
338 |a ƒa Online-Ressource  |b cr  |2 rdacarrier 
500 |a Date Completed 18.05.2015 
500 |a Date Revised 02.12.2018 
500 |a published: Print 
500 |a Citation Status MEDLINE 
520 |a After heavy rainfall, sewer overflow spills to receiving water bodies cause serious concern for the environment, aesthetics and public health. To overcome these problems this study investigated a new self-cleansing sewer overflow screening device. The device has a sewer overflow chamber, a rectangular tank and a slotted ogee weir to capture the gross pollutants. To design an efficient screening device a numerical computational fluid dynamic (CFD) model was used. A plausibility check of the CFD model was done using a one-dimensional analytical model. Results showed that an inlet parallel to the weir ensured better self-cleansing than an inlet perpendicular to the weir. Perforations should be at the bottom of the weir to get increased velocity and shear stress to create a favourable self-cleaning effect of the screening device. Increasing inlet length from 0.3 to 1.5 m reduced wave reflection up to 10%, which increased flow uniformity downstream and improved self-cleansing effect. The orientation of the ogee weir with the rectangular tank was found most uniform with a 1:3 (horizontal:vertical) slope. These results will help to maximise functional efficiency of the new sewer overflow screening device. Otherwise it would be too expensive to alter after installation and at times difficult to customise accordingly to existing urban drainage systems 
650 4 |a Journal Article 
700 1 |a Imteaz, M A  |e verfasserin  |4 aut 
700 1 |a Huda, Nazmul  |e verfasserin  |4 aut 
700 1 |a Naser, J  |e verfasserin  |4 aut 
773 0 8 |i Enthalten in  |t Water science and technology : a journal of the International Association on Water Pollution Research  |d 1986  |g 70(2014), 11 vom: 07., Seite 1880-7  |w (DE-627)NLM098149431  |x 0273-1223  |7 nnas 
773 1 8 |g volume:70  |g year:2014  |g number:11  |g day:07  |g pages:1880-7 
856 4 0 |u http://dx.doi.org/10.2166/wst.2014.422  |3 Volltext 
912 |a GBV_USEFLAG_A 
912 |a SYSFLAG_A 
912 |a GBV_NLM 
912 |a GBV_ILN_350 
951 |a AR 
952 |d 70  |j 2014  |e 11  |b 07  |h 1880-7