scholarly journals The use of wetland for stormwater pollution control

2019 ◽  
pp. 195-201
Author(s):  
Mindaugas Rimeika
Keyword(s):  
Constructed Wetlands ◽  
Pollution Control ◽  
Management Strategy ◽  
Flood Control ◽  
Pollutant Removal ◽  
Rainfall Distribution ◽  
Treatment Practices ◽  
Pollution Removal ◽  
Stormwater Pollution ◽  
Local Rainfall

Developing and implementing a stonnwater management strategy requires several keycomponents. Research must be undertaken to develop local rainfall distribution statistics,determine stonnwater pollutant loading characteristics, determine the effectiveness of variousstonnwater treatment practices and identify design criteria for each type of the bestmanagement practice. The practice of urban stonnwater management has until recentlyfocused only on drainage and flood control. But now days more and more concern are takento reduce pollution's wash out loads to water recipients by implementing source controlmanagement, on-site treatment and building stonnwater pollution control facilities. In thearticle overview and basic principals of stonnwater quality management are presented.General stonnwater treatment and pollutant removal mechanisms are explained. Swnmaryresults of study of the pollution removal in constructed wetlands for stonnwater treatment aredescribed.

scholarly journals Investigation into the long-term stormwater pollution removal efficiency of bioretention systems

2017 ◽  
Vol 76 (8) ◽  
pp. 2133-2139 ◽  
Author(s):  
Terry Lucke ◽  
Carsten Dierkes ◽  
Floris Boogaard
Keyword(s):  
Removal Efficiency ◽  
Field Experiments ◽  
Drainage System ◽  
Pollutant Removal ◽  
Steady Increase ◽  
Urban Drainage ◽  
Pollution Removal ◽  
Stormwater Pollution ◽  
Pollutant Removal Efficiency

In recent years, there has been a steady increase in the number of bioretention systems installed worldwide. However, there has only been limited research on the long-term effectiveness of these sustainable urban drainage system devices. This paper presents the results of a series of controlled field experiments investigating the pollutant removal efficiency of three, 10-year-old, bio-filtration systems that have been in service in the Sunshine Coast in Australia. The results of this study suggest that the long-term pollution removal performance of these systems may not be as effective as previously thought and further research is needed.

Field-Scale Studies of Subsurface Flow Constructed Wetlands for Stormwater Quality Enhancement

1997 ◽  
Vol 32 (1) ◽  
pp. 101-118 ◽  
Author(s):  
Q.J. ROCHFORT ◽  
W.E. Watt ◽  
J. Marsalek ◽  
B.C. Anderson ◽  
A.A. Crowder
Keyword(s):  
Organic Carbon ◽  
Constructed Wetlands ◽  
Suspended Solids ◽  
Nutrient Loading ◽  
Subsurface Flow ◽  
Reaction Rates ◽  
Pollutant Removal ◽  
Order Kinetic ◽  
Dissolved Metals ◽  
Subsurface Flow Constructed Wetlands

Abstract Two subsurface flow constructed wetlands were tested for pollutant removal performance in conjunction with an on-line stormwater detention pond, in Kingston Township, Ontario. The 4.9 m2 wetland cells were filled with 9 mm limestone gravel, and planted with cattail, common reed and spike rush. Changes in nutrient (total organic carbon, PO43- and NH4+), suspended solids and metal (Cu, Pb, Zn) concentrations were used to assess performance. Contaminant removal occurred through a combination of physical, chemical and biological means. As with any biological system, variation in performance of stormwater wetlands can be expected to occur as a result of fluctuations in contaminant loading, contact time and ambient environmental conditions. Storm pond effluent was delivered in continuous flow through the wetlands (during baseflow and event conditions), with a detention time of 1 to 3 days. The wetlands were able to maintain removal rates of up to 39% for orthophosphate even during the more severe conditions of fall dieback. Average removal of suspended solids (46%) and dissolved metals (Cu 50%) remained similar throughout all tests. Organic carbon was reduced by less than 10% during these tests. Low nutrient levels in the pond effluent were supplemented by spiking with sources of carbon, nitrogen and phosphorus during pulsed loading conditions. Daily sampling produced a time series, which illustrated the rates of decline in concentration of nutrients. First order kinetic assimilation rates ranged from 1.7 d-1 for NH4002B to 0.12 d-1 for organic carbon, which were noticeably lower when compared with municipal and industrial wastewater treatment rates. Three methods of sizing stormwater wetlands (impervious surface area, volumetric load and kinetic reaction rates) were compared using the same design storm and data from this study. From this comparison it was seen that the kinetic sizing approach proved to be the most versatile, and allowed for adaptation to northern climatic conditions and anticipated nutrient loading.

Area-based speciation kinetic analysis of the multipollutant removal in Constructed Wetlands to enhance its treatment efficiency

2021 ◽  
Author(s):  
Manoj Kumar ◽  
Rajesh Singh
Keyword(s):  
Wastewater Treatment ◽  
Kinetic Analysis ◽  
Constructed Wetlands ◽  
Municipal Wastewater ◽  
Zero Order ◽  
Pollutant Removal ◽  
Municipal Wastewater Treatment ◽  
Treatment Efficiency ◽  
First Order ◽  
Present Study Area

In the present study area-based, pollutant removal kinetic analysis was considered using the Zero-order, first-order decay and efficiency loss (EL) models in the constructed wetlands (CWs) for municipal wastewater treatment....

scholarly journals Adjusted Unit Value Transfer as a Tool for Raising Awareness on Ecosystem Services Provided by Constructed Wetlands for Water Pollution Control: An Italian Case Study

2021 ◽  
Vol 18 (4) ◽  
pp. 1531
Author(s):  
Anacleto Rizzo ◽  
Giulio Conte ◽  
Fabio Masi
Keyword(s):  
Water Pollution ◽  
Ecosystem Services ◽  
Constructed Wetlands ◽  
Pollution Control ◽  
Green Infrastructure ◽  
Low Cost ◽  
Water Pollution Control ◽  
Italian Case ◽  
Value Transfer ◽  
Unit Value

Constructed wetlands (CWs) are nature-based solutions (NBS) for water pollution control that can also be designed to be multipurpose in terms of additional ecosystem services (ESs), such as biodiversity support and social benefits. Awareness about additional ESs of CWs can be raised with value transfer (VT) methods for ESs monetization, in particular, the simplified adjusted unit VT method. A multi-criteria analysis (MCA) was performed to compare grey and green infrastructure alternatives for the management of a combined sewer overflow in the Buccinasco town (Italy), in which the criteria related to ESs were monetized with an adjusted VT method (B£ST software). The results highlighted the potential interest in the implementation of the green infrastructure in a new urban park, due to the activation of additional ESs of interest, such as health and recreational aspects. The results were also confirmed by a sensitivity analysis, which simulated the variation of preferences among different stakeholder groups (e.g., citizens, environmentalists). In conclusion, this work provided a transparent methodology to support decisions regarding green and grey infrastructure, allowing to evaluate additional ESs from the beginning of the decision stage with low cost and efforts.

scholarly journals Estimating Air Pollution Removal and Monetary Value for Urban Green Infrastructure Strategies Using Web-Based Applications

Land ◽  
2021 ◽  
Vol 10 (8) ◽  
pp. 788
Author(s):  
Alessio Russo ◽  
Wing Tung Chan ◽  
Giuseppe T. Cirella
Keyword(s):  
Ecosystem Services ◽  
Green Infrastructure ◽  
Well Being ◽  
Air Pollutant ◽  
Pollutant Removal ◽  
Tree Canopy ◽  
Tree Planting ◽  
City Centre ◽  
Online Tools ◽  
Pollution Removal

More communities around the world are recognizing the benefits of green infrastructure (GI) and are planting millions of trees to improve air quality and overall well-being in cities. However, there is a need for accurate tools that can measure and value these benefits whilst also informing the community and city managers. In recent years, several online tools have been developed to assess ecosystem services. However, the reliability of such tools depends on the incorporation of local or regional data and site-specific inputs. In this communication, we have reviewed two of the freely available tools (i.e., i-Tree Canopy and the United Kingdom Office for National Statistics) using Bristol City Centre as an example. We have also discussed strengths and weaknesses for their use and, as tree planting strategy tools, explored further developments of such tools in a European context. Results show that both tools can easily calculate ecosystem services such as air pollutant removal and monetary values and at the same time be used to support GI strategies in compact cities. These tools, however, can only be partially utilized for tree planting design as they do not consider soil and root space, nor do they include drawing and painting futures. Our evaluation also highlights major gaps in the current tools, suggesting areas where more research is needed.

scholarly journals Treatment performances of French constructed wetlands: results from a database collected over the last 30 years

2015 ◽  
Vol 71 (9) ◽  
pp. 1333-1339 ◽  
Author(s):  
A. Morvannou ◽  
N. Forquet ◽  
S. Michel ◽  
S. Troesch ◽  
P. Molle
Keyword(s):  
Constructed Wetlands ◽  
Oxygen Demand ◽  
Pollutant Removal ◽  
Vertical Flow ◽  
Removal Rates ◽  
Waste Stabilization Ponds ◽  
Small Communities ◽  
Technical Department ◽  
In Series ◽  
High Chemical Oxygen Demand

Approximately 3,500 constructed wetlands (CWs) provide raw wastewater treatment in France for small communities (<5,000 people equivalent). Built during the past 30 years, most consist of two vertical flow constructed wetlands (VFCWs) in series (stages). Many configurations exist, with systems associated with horizontal flow filters or waste stabilization ponds, vertical flow with recirculation, partially saturated systems, etc. A database analyzed 10 years earlier on the classical French system summarized the global performances data. This paper provides a similar analysis of performance data from 415 full-scale two-stage VFCWs from an improved database expanded by monitoring data available from Irstea and the French technical department. Trends presented in the first study are confirmed, exhibiting high chemical oxygen demand (COD), total suspended solids (TSS) and total Kjeldahl nitrogen (TKN) removal rates (87%, 93% and 84%, respectively). Typical concentrations at the second-stage outlet are 74 mgCOD L−1, 17 mgTSS L−1 and 11 mgTKN L−1. Pollutant removal performances are summarized in relation to the loads applied at the first treatment stage. While COD and TSS removal rates remain stable over the range of applied loads, the spreading of TKN removal rates increases as applied loads increase.

scholarly journals Using one filter stage of unsaturated/saturated vertical flow filters for nitrogen removal and footprint reduction of constructed wetlands

2017 ◽  
Vol 76 (1) ◽  
pp. 124-133 ◽  
Author(s):  
Ania Morvannou ◽  
Stéphane Troesch ◽  
Dirk Esser ◽  
Nicolas Forquet ◽  
Alain Petitjean ◽  
...  
Keyword(s):  
Constructed Wetlands ◽  
Oxygen Demand ◽  
Pollutant Removal ◽  
Operating Conditions ◽  
Vertical Flow ◽  
Saturated Layer ◽  
Recirculation Rate ◽  
Total Filtration ◽  
Filtration Area ◽  
Stage System

French vertical flow constructed wetlands (VFCW) treating raw wastewater have been developed successfully over the last 30 years. Nevertheless, the two-stage VFCWs require a total filtration area of 2–2.5 m2/P.E. Therefore, implementing a one-stage system in which treatment performances reach standard requirements is of interest. Biho-Filter® is one of the solutions developed in France by Epur Nature. Biho-Filter® is a vertical flow system with an unsaturated layer at the top and a saturated layer at the bottom. The aim of this study was to assess this new configuration and to optimize its design and operating conditions. The hydraulic functioning and pollutant removal efficiency of three different Biho-Filter® plants commissioned between 2011 and 2012 were studied. Outlet concentrations of the most efficient Biho-Filter® configuration are 70 mg/L, 15 mg/L, 15 mg/L and 25 mg/L for chemical oxygen demand (COD), 5-day biological oxygen demand (BOD5), total suspended solids (TSS) and total Kjeldahl nitrogen (TKN), respectively. Up to 60% of total nitrogen is removed. Nitrification efficiency is mainly influenced by the height of the unsaturated zone and the recirculation rate. The optimum recirculation rate was found to be 100%. Denitrification in the saturated zone works at best with an influent COD/NO3-N ratio at the inflet of this zone larger than 2 and a hydraulic retention time longer than 0.75 days.

scholarly journals Effects of Misgurnus anguillicaudatus and Cipangopaludina cathayensis on Pollutant Removal and Microbial Community in Constructed Wetlands

Water ◽  
2015 ◽  
Vol 7 (12) ◽  
pp. 2422-2434 ◽  
Author(s):  
Pengfei Li ◽  
Jian Zhang ◽  
Huijun Xie ◽  
Zhen Hu ◽  
Haiyan He ◽  
...  
Keyword(s):  
Microbial Community ◽  
Constructed Wetlands ◽  
Pollutant Removal ◽  
Misgurnus Anguillicaudatus

PROBLEMS AND PERSPECTIVES IN RECOVERY OF OIL POLLUTION REMOVAL COSTS1

1977 ◽  
Vol 1977 (1) ◽  
pp. 35-38 ◽  
Author(s):  
William H. Norris ◽  
Hugh N. Johnston
Keyword(s):  
Pollution Control ◽  
Reporting System ◽  
Oil Pollution ◽  
Case Law ◽  
Third Party ◽  
Case Histories ◽  
Actual Case ◽  
Federal Water Pollution Control ◽  
The Government ◽  
Pollution Removal

ABSTRACT The paper examines Sections 311(f), and (i) of the Federal Water Pollution Control Act (FWPCA) and discusses the statutory scheme for the recovery of clean-up costs by both the government and private persons. Legislative intent then is compared with actual practice and experience as reflected in statistics developed from the Coast Guard's Pollution Incident Reporting System (PIRS) data and the records used in administering the revolving fund. Actual case histories are used as a means of discussing the legal problems involved in administering sections 311(f) and (i). Government practice and case law are examined wherever appropriate, including recovery under 311(f) when government liability is at issue; recovery when both an owner/operator and a third-party are involved; recovery by the government from CRISTAL and TOVALOP; and practice in the Court of Claims under section 311(i). The paper concludes with a brief comment concerning the comprehensive oil spill liability bill (H.R. 14862), introduced in the 94th Congress, which would provide for an unlimited, readily accessible cleanup fund by imposing a per-barrel fee on oil as it is received at the refinery or transport terminal.

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