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Similar articles for PubMed (Select 24647184)

1.

Modelling the erosive effects of sewer flushing using different sediment transport formulae.

Shirazi RH, Campisano A, Modica C, Willems P.

Water Sci Technol. 2014;69(6):1198-204. doi: 10.2166/wst.2013.810.

PMID:
24647184
2.

Long term monitoring of sewer sediment accumulation and flushing experiments in a man-entry sewer.

Bertrand-Krajewski JL, Bardin JP, Gibello C.

Water Sci Technol. 2006;54(6-7):109-17.

PMID:
17120640
3.

Hydraulics characteristics of tipping sediment flushing gate.

Bong CH, Lau TL, Ab Ghani A.

Water Sci Technol. 2013;68(11):2397-406. doi: 10.2166/wst.2013.498.

PMID:
24334888
4.

Experimental analysis of the hydrass flushing gate and laboratory validation of flush propagation modelling.

Campisano A, Creaco E, Modica C.

Water Sci Technol. 2006;54(6-7):101-8.

PMID:
17120639
5.

The erosion behaviour of biologically active sewer sediment deposits: observations from a laboratory study.

Banasiak R, Verhoeven R, De Sutter R, Tait S.

Water Res. 2005 Dec;39(20):5221-31. Epub 2005 Nov 23.

PMID:
16309729
6.

Flow velocities and shear stresses during flushing operations in sewer collectors.

Campisano A, Modica C.

Water Sci Technol. 2003;47(4):123-8.

PMID:
12666809
7.

Transport model of underground sediment in soils.

Jichao S, Guangqian W.

ScientificWorldJournal. 2013 Oct 28;2013:367918. doi: 10.1155/2013/367918. eCollection 2013.

8.

Bayesian analysis for erosion modelling of sediments in combined sewer systems.

Kanso A, Chebbo G, Tassin B.

Water Sci Technol. 2005;52(5):135-42.

PMID:
16248189
9.

The reliability of sediment transport predictions in sewers: influence of hydraulic and morphological uncertainties.

Banasiak R, Tait S.

Water Sci Technol. 2008;57(9):1317-27. doi: 10.2166/wst.2008.297.

PMID:
18495994
10.

Experimental analysis of the hydrass flushing gate and field validation of flush propagation modelling.

Bertrand-Krajewski JL, Campisano A, Creaco E, Modica C.

Water Sci Technol. 2005;51(2):129-37.

PMID:
15790236
11.

Erosion resistance and behaviour of highly organic in-sewer sediment.

Seco I, Gómez Valentín M, Schellart A, Tait S.

Water Sci Technol. 2014;69(3):672-9. doi: 10.2166/wst.2013.761.

PMID:
24552743
12.

Assessment of uncertainties in the modelling of CSOs.

García-Salas JC, Chocat B.

Water Sci Technol. 2006;54(6-7):247-54.

PMID:
17120656
13.

Verification of equations for incipient motion studies for a rigid rectangular channel.

Bong CH, Lau TL, Ghani AA.

Water Sci Technol. 2013;67(2):395-403. doi: 10.2166/wst.2012.580.

PMID:
23168641
14.

Particle velocity and sediment transport at the limit of deposition in sewers.

Ota JJ, Perrusquía GS.

Water Sci Technol. 2013;67(5):959-67. doi: 10.2166/wst.2013.646.

PMID:
23416585
15.

Hydraulics of a sewer flushing gate.

Bertrand-Krajewski JL, Bardin JP, Gibello C, Laplace D.

Water Sci Technol. 2003;47(4):129-36.

PMID:
12666810
16.

3D modelling of transport, deposition and resuspension of highway deposited sediments in wet detention ponds.

Bentzen TR.

Water Sci Technol. 2010;62(3):736-42. doi: 10.2166/wst.2010.363.

PMID:
20706022
17.

Channel formation during flushing of large shallow reservoirs with different geometries.

Kantoush SA, Schleiss AJ.

Environ Technol. 2009 Jul;30(8):855-63. doi: 10.1080/09593330902990162.

PMID:
19705670
18.

Modelling the environmental behaviour of pollutants in Algeciras Bay (south Spain).

Periáñez R.

Mar Pollut Bull. 2012 Feb;64(2):221-32. doi: 10.1016/j.marpolbul.2011.11.030. Epub 2011 Dec 27.

PMID:
22206725
19.

In situ measurements of shear stresses of a flushing wave in a circular sewer using ultrasound.

Staufer P, Pinnekamp J.

Water Sci Technol. 2008;57(9):1363-8. doi: 10.2166/wst.2008.300.

PMID:
18496000
20.

Transport and distribution of lindane and simazine in a riverine environment: measurements in bed sediments and modelling.

Allan IJ, House WA, Parker A, Carter JE.

Pest Manag Sci. 2004 May;60(5):417-33.

PMID:
15154508
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