Characterization & main factors affecting clogging evolution of the bottom of stormwater infiltration systems
نویسندگان
چکیده
The paper presents recent studies on spatial and temporal characterization of the clogging of a large infiltration system and main factors affecting its evolution. Thickness, organic content, density, particle size distribution, biomass and saturated hydraulic conductivity were then evaluated during 10 campaigns from September 2009 to February 2011. The results show that the sediment accumulation over the bottom is heterogeneous and more important in areas often flooded and in particular in the lowest part of the basin. In this part, the grain size is also the finest, the biomass and porosity the highest, the dry bulk density the lowest giving to the soil a peaty aspect. This part is also the more clogged. The heterogeneity of the characteristics of the bottom in time and space is high with no clear tendencies except for organic matter which has doubled in 1.5 years. In general, all the characteristics are in the same range than those observed on similar systems. The results also show a good spatial logarithmic regression in particular with porosity, organic matter, biomass content, and grain size D10 but an insufficient correlation to explain the evolution of clogging both in space and time.
منابع مشابه
Spatiotemporal evolution of clogging of stormwater infiltration systems
Clogging of stormwater infiltration systems is an issue of major importance. Actually, it does not only lead to flow rate reduction and increased ponding but it also reduces treatment capacity when infiltration systems are equipped with bypass devices. The aim of this paper is to present the results obtained in this context. The first objective is to understand and characterize clogging evoluti...
متن کاملApplication of Laboratory Experiment Results into Practice: Clogging of Stormwater Infiltration Systems
Infiltration systems, which are a popular method to manage stormwater, have a history of failure due to clogging within a relatively short period. As yet there is not a single method available to predict the clogging, despite the substantial amount of investments is being made in implementing these systems. Therefore, a detailed laboratory study of stormwater infiltration systems was carried ou...
متن کاملChallenges and developments of bioretention facilities in treating urban stormwater runoff; A review
Bioretention or rain garden is a preferable low impact development (LID) approach due to its characteristics which reflect natural water cycle processes. However, this system is still little understood and quite complicated in terms of design and implementation due to many technical considerations. Hence, this paper gives a review of the challenges and developments for the use of bioretention f...
متن کاملChallenges and developments of bioretention facilities in treating urban stormwater runoff; A review
Bioretention or rain garden is a preferable low impact development (LID) approach due to its characteristics which reflect natural water cycle processes. However, this system is still little understood and quite complicated in terms of design and implementation due to many technical considerations. Hence, this paper gives a review of the challenges and developments for the use of bioretention f...
متن کاملHow reliable are Laboratory-based PICP Clogging Results? Quelle est la fiabilité de résultats de colmatage sur PICP en laboratoire ?
Clogging of permeable interlocking concrete pavements (PICP) due to the sediment contained in stormwater runoff has been shown to significantly reduce their infiltration capacity over time. Numerous studies have used laboratory-based PICP models and synthetic stormwater in an attempt to replicate and predict the clogging processes that occur in PICP field installations. A variety of sediment ty...
متن کامل