Titlebook: Enhancing the Storm Water Treatment Performance of Constructed Wetlands and Bioretention Basins; Isri R. Mangangka,An Liu,Prasanna Egodawa

暗语

https://doi.org/10.1007/978-94-011-7489-3treatment efficiency. Additionally, it was found that pollutant leaching influences bioretention basin treatment performance, particularly reducing the ability for nutrient removal. This highlights the importance of the selection of appropriate filter media and its timely replacement.

frozen-shoulder

The Rationale of Operative Fracture Caretorm water treatment systems and pollutant behaviour in addition to what has been investigated in the research study. Additionally, the use of laboratory scale models to investigate the relationship between hydraulic factors and water quality treatment is recommended in order to validate the outcomes obtained by using the conceptual models.

escalate

Assessing Bioretention Basin Treatment Performance,treatment efficiency. Additionally, it was found that pollutant leaching influences bioretention basin treatment performance, particularly reducing the ability for nutrient removal. This highlights the importance of the selection of appropriate filter media and its timely replacement.

forager

倒转

Creating Conceptual Models of Treatment Systems,alibration procedure indicating model accuracy. A range of hydraulic parameters were selected to replicate the processes in the two treatment systems. These parameters were selected based on their ability to facilitate the analysis of the relationships between hydrologic and hydraulic factors and system treatment performance.

oxidize

Storm Water Treatment,increase in runoff volume and peak flow and decrease in the time to the peak, the quality changes are primarily due to the fact that a diversity of anthropogenic activities contributes a range of pollutants to the urban environment. These pollutants are washed off  by storm water runoff and transpor

exophthalmos

Lumbar-Spine

骚扰

condemn

Implications for Engineering Practice,oretention basin and constructed wetland treatment performance, using the two conceptual models developed. The knowledge created is expected to provide practical guidance and recommendations for storm water treatment designers and hydrologic/hydraulic model developers. This chapter also briefly disc