Removal efficiency of storm water treatment techniques: standardized full scale laboratory testing

被引:11
作者
Boogaard, F. C. [1 ,2 ,3 ]
van de Ven, F. [1 ,4 ]
Langeveld, J. G. [1 ,5 ]
Kluck, J. [2 ,6 ]
van de Giesen, N. [1 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, Dept Water Management, Delft, Netherlands
[2] TAUW, Zekeringstr 43g, Amsterdam, Netherlands
[3] Hanze Univ Appl Sci, Groningen, Netherlands
[4] Deltares, Princetonlaan 6, Utrecht, Netherlands
[5] Partners4urbanwater, Javastr 104A, Nijmegen, Netherlands
[6] Univ Appl Sci, Amsterdam, Netherlands
关键词
Stormwater control measures (SCMs); best management practices (BMPs); sedimentation devices; removal efficiency; stormwater characteristics; PARTICLE-SIZE DISTRIBUTION; METAL CONTENT; RUNOFF; PERFORMANCE; NUTRIENT;
D O I
10.1080/1573062X.2015.1092562
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Sedimentation devices have been widely implemented to remove suspended solids and attached pollutants from stormwater before entering surface waters. The treatment performance of these best management practices (BMPs) on fine particles is rarely investigated in a standardized way. To overcome this information gap a reliable and standardized testing procedure is formulated.Four devices have been tested on their suspended sediments removal efficiency at different discharges and particle sizes, using the newly developed standardized full scale test method. The observed removal rates of the facilities with a storage volume in the order of 1.5 m(3) and settling surface around 1 m(2) drop to low removal efficiencies at flow rates of 10 l/s or more. For small sized sediments (up to 63 m) the removal efficiency is below 50%. The results of the experiments can be used to improve both the design and the dimensions of stormwater treatment devices.
引用
收藏
页码:255 / 262
页数:8
相关论文
共 39 条
[1]   Particle size distribution and hydrodynamic characteristics of solid matter carried by runoff from motorways [J].
Andral, MC ;
Roger, S ;
Montréjaud-Vignoles, M ;
Herremans, L .
WATER ENVIRONMENT RESEARCH, 1999, 71 (04) :398-407
[2]  
Boogaard F., 2014, Challenges, V5, P112, DOI DOI 10.3390/CHALLE5010112
[3]  
Boogaard F., 2007, DESIGN IMPLEMENTATIO
[4]  
Boogaard F. C., 2010, STORM WATER QUALITY
[5]   Nutrient and sediment removal by stormwater biofilters: A large-scale design optimisation study [J].
Bratieres, K. ;
Fletcher, T. D. ;
Deletic, A. ;
Zinger, Y. .
WATER RESEARCH, 2008, 42 (14) :3930-3940
[6]   Optimization of phosphorus reduction in BNR process for urban watershed management [J].
Choi, Yoon-Mi ;
Kwon, Koo-Ho ;
Kim, Si-Won ;
Lee, Seungyoon ;
Min, Kyung-Sok .
DESALINATION AND WATER TREATMENT, 2012, 38 (1-3) :302-307
[7]   Loading estimates of lead, copper, cadmium, and zinc in urban runoff from specific sources [J].
Davis, AP ;
Shokouhian, M ;
Ni, SB .
CHEMOSPHERE, 2001, 44 (05) :997-1009
[8]  
Dierkes C., 2013, DEV TESTING PROCEDUR
[9]  
Endress+Hauser, 2006, OP INSTR PROL PROS F
[10]   SUDS, LID, BMPs, WSUD and more - The evolution and application of terminology surrounding urban drainage [J].
Fletcher, Tim D. ;
Shuster, William ;
Hunt, William F. ;
Ashley, Richard ;
Butler, David ;
Arthur, Scott ;
Trowsdale, Sam ;
Barraud, Sylvie ;
Semadeni-Davies, Annette ;
Bertrand-Krajewski, Jean-Luc ;
Mikkelsen, Peter Steen ;
Rivard, Gilles ;
Uhl, Mathias ;
Dagenais, Danielle ;
Viklander, Maria .
URBAN WATER JOURNAL, 2015, 12 (07) :525-542