scholarly journals Special Issue on Treatment Wetlands

Environments ◽  
2021 ◽  
Vol 8 (4) ◽  
pp. 30
Author(s):  
Miklas Scholz
Keyword(s):  
Constructed Wetlands ◽  
Industrial Wastewater ◽  
Treatment Wetlands ◽  
Storm Water ◽  
Water Runoff ◽  
Special Issue ◽  
Storm Water Runoff

This Special Issue is concerned with treatment wetlands, which are artificial (or constructed) wetlands usually treating municipal or industrial wastewater, greywater and storm water runoff [...]

scholarly journals Constructed Wetlands: Treatment of Concentrated Storm Water Runoff (Part A)

2006 ◽  
Vol 23 (2) ◽  
pp. 320-331 ◽  
Author(s):  
Byoung-Hwa Lee ◽  
Miklas Scholz ◽  
Antje Horn
Keyword(s):  
Constructed Wetlands ◽  
Storm Water ◽  
Water Runoff ◽  
Storm Water Runoff

Long-Term Simulation of Pollutant Loads in Treatment Plant Effluents and Combined Sewer Overflows

1990 ◽  
Vol 22 (10-11) ◽  
pp. 69-76 ◽  
Author(s):  
A. Durchschlag
Keyword(s):  
Waste Water Treatment ◽  
Treatment Plant ◽  
Storm Water ◽  
Water Runoff ◽  
Storage Tanks ◽  
Combined Sewer Overflows ◽  
Storm Water Runoff ◽  
Combined Sewer ◽  
Hydraulic Load ◽  
Water Tanks

As a result of urbanization, the pollutant discharges from sources such as treatment plant effluents and polluted stormwaters are responsible for an unacceptable water quality in the receiving waters.In particular, combined sewer system overflows may produce great damage due to a shock effect. To reduce these combined sewer overflow discharges, the most frequently used method is to build stormwater storage tanks. During storm water runoff, the hydraulic load of waste water treatment plants increases with additional retention storage. This might decrease the treatment efficiency and thereby decrease the benefit of stormwater storage tanks. The dynamic dependence between transport, storage and treatment is usually not taken into account. This dependence must be accounted for when planning treatment plants and calculating storage capacities in order to minimize the total pollution load to the receiving waters. A numerical model will be described that enables the BOD discharges to be continuously calculated. The pollutant transport process within the networks and the purification process within the treatment plants are simulated. The results of the simulation illustrate; a statistical balance of the efficiency of stormwater tanks with the treatment plant capacity and to optimize the volume of storm water tanks and the operation of combined sewer systems and treatment plants.

A Storm Water Runoff Model For Open Windrow Composting Sites

2007 ◽  
Vol 15 (3) ◽  
pp. 142-150 ◽  
Author(s):  
Ljubisa Kalaba ◽  
Bruce G. Wilson ◽  
Katy Haralampides
Keyword(s):  
Storm Water ◽  
Water Runoff ◽  
Storm Water Runoff ◽  
Windrow Composting ◽  
Runoff Model

Controlling Storm-Water Runoff with Tradable Allowances for Impervious Surfaces

2003 ◽  
Vol 129 (5) ◽  
pp. 409-418 ◽  
Author(s):  
Hale W. Thurston ◽  
Haynes C. Goddard ◽  
David Szlag ◽  
Beth Lemberg
Keyword(s):  
Storm Water ◽  
Water Runoff ◽  
Impervious Surfaces ◽  
Storm Water Runoff

Water-Particle Distribution of Hydrophobic Micro Pollutants in Storm Water Runoff

2000 ◽  
Vol 20 (1-4) ◽  
pp. 39-54 ◽  
Author(s):  
Hidetoshi Kumata ◽  
Kouji Masuda ◽  
Junya Yamada ◽  
Hideshige Takada
Keyword(s):  
Particle Distribution ◽  
Storm Water ◽  
Water Runoff ◽  
Water Particle ◽  
Storm Water Runoff ◽  
Micro Pollutants
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