115 related articles for article (PubMed ID: 16343586)
1. Simulation of the operation of detention tanks.
Calabrò PS; Viviani G
Water Res; 2006 Jan; 40(1):83-90. PubMed ID: 16343586
[TBL] [Abstract][Full Text] [Related]
2. Performance of stormwater detention tanks for urban drainage systems in northern Italy.
Todeschini S; Papiri S; Ciaponi C
J Environ Manage; 2012 Jun; 101():33-45. PubMed ID: 22387328
[TBL] [Abstract][Full Text] [Related]
3. Influence and modelling of urban runoff on the peak flows in rivers.
Vaes G; Feyaerts T; Swartenbroekx P
Water Sci Technol; 2009; 60(7):1919-27. PubMed ID: 19809156
[TBL] [Abstract][Full Text] [Related]
4. Comparison of the 1D flux theory with a 2D hydrodynamic secondary settling tank model.
Ekama GA; Marais P
Water Sci Technol; 2004; 50(7):195-204. PubMed ID: 15553476
[TBL] [Abstract][Full Text] [Related]
5. Detention storage volume for combined sewer overflow into a river.
Temprano J; Tejero I
Environ Technol; 2002 Jun; 23(6):663-75. PubMed ID: 12118618
[TBL] [Abstract][Full Text] [Related]
6. Combination of computational techniques--evaluation of CSO efficiency for suspended solids separation.
Pollert I; Stránský D
Water Sci Technol; 2003; 47(4):157-66. PubMed ID: 12666813
[TBL] [Abstract][Full Text] [Related]
7. Optimization of measurement campaigns for calibration of a conceptual sewer model.
Kleidorfer M; Möderl M; Fach S; Rauch W
Water Sci Technol; 2009; 59(8):1523-30. PubMed ID: 19403965
[TBL] [Abstract][Full Text] [Related]
8. Diffuse pollution loading from urban stormwater runoff in Daejeon city, Korea.
Kim G; Yur J; Kim J
J Environ Manage; 2007 Oct; 85(1):9-16. PubMed ID: 16979283
[TBL] [Abstract][Full Text] [Related]
9. Impacts of using rainwater tanks on stormwater harvesting and runoff quality.
Khastagir A; Jayasuriya LN
Water Sci Technol; 2010; 62(2):324-9. PubMed ID: 20651436
[TBL] [Abstract][Full Text] [Related]
10. Confronting limitations: new solutions required for urban water management in Kunming City.
Huang DB; Bader HP; Scheidegger R; Schertenleib R; Gujer W
J Environ Manage; 2007 Jul; 84(1):49-61. PubMed ID: 16857309
[TBL] [Abstract][Full Text] [Related]
11. CSO treatment strategy based on constituent index relationships in a highly urbanised catchment.
Piro P; Carbone M; Garofalo G; Sansalone J
Water Sci Technol; 2007; 56(12):85-91. PubMed ID: 18075183
[TBL] [Abstract][Full Text] [Related]
12. Novel design of volume of detention tanks assisted by a multi-source pollution overflow model towards pollution control in urban drainage basins.
Xu Z; Hua W; Xiong L; He Z
Environ Sci Pollut Res Int; 2020 Apr; 27(11):12781-12791. PubMed ID: 32008197
[TBL] [Abstract][Full Text] [Related]
13. Design comparison of experimental storm water detention systems treating concentrated road runoff.
Nanbakhsh H; Kazemi-Yazdi S; Scholz M
Sci Total Environ; 2007 Jul; 380(1-3):220-8. PubMed ID: 17156823
[TBL] [Abstract][Full Text] [Related]
14. Turbidity in Combined Sewer Sewage: An Identification of Stormwater Detention Tanks.
Liu Y; Hou L; Bian W; Zhou B; Liang D; Li J
Int J Environ Res Public Health; 2020 Apr; 17(9):. PubMed ID: 32353994
[TBL] [Abstract][Full Text] [Related]
15. Stormwater infiltration trenches: a conceptual modelling approach.
Freni G; Mannina G; Viviani G
Water Sci Technol; 2009; 60(1):185-99. PubMed ID: 19587416
[TBL] [Abstract][Full Text] [Related]
16. Model-based comparison of two ways to enhance WWTP capacity under stormwater conditions.
Ahnert M; Tränckner J; Günther N; Hoeft S; Krebs P
Water Sci Technol; 2009; 60(7):1875-83. PubMed ID: 19809151
[TBL] [Abstract][Full Text] [Related]
17. Assessment of surface water quality in eight major ponds of Coimbatore city and potential risk on ground water quality.
Ibrahim Bathusha M; Saseetharan MK
J Environ Sci Eng; 2007 Oct; 49(4):297-308. PubMed ID: 18476379
[TBL] [Abstract][Full Text] [Related]
18. Influence of characteristics on combined sewer performance.
Möderl M; Kleidorfer M; Rauch W
Water Sci Technol; 2012; 66(5):1052-60. PubMed ID: 22797234
[TBL] [Abstract][Full Text] [Related]
19. Theoretical analysis on non-uniformity of water distribution and influence of construction parameters on settling efficiency.
Huang TL; Li YX; Zhang H
Water Sci Technol; 2008; 58(5):1007-14. PubMed ID: 18824798
[TBL] [Abstract][Full Text] [Related]
20. Continuous monitoring in sewer networks an approach for quantification of pollution loads from CSOs into surface water bodies.
Gruber G; Winkler S; Pressl A
Water Sci Technol; 2005; 52(12):215-23. PubMed ID: 16477989
[TBL] [Abstract][Full Text] [Related]
[Next] [New Search]
