Transport and delivery of suspended solids, nitrogen and phosphorus from various sources to freshwaters in the UK

2008 ◽  
Vol 350 (3-4) ◽  
pp. 144-153 ◽  
Author(s):  
A.C. Edwards ◽  
P.J.A. Withers
Keyword(s):  
Suspended Solids ◽  
Nitrogen And Phosphorus ◽  
The Uk

scholarly journals Forms of Nitrogen and Phosphorus in Suspended Solids: A Case Study of Lihu Lake, China

2020 ◽  
Vol 12 (12) ◽  
pp. 5026 ◽  
Author(s):  
Jialu Li ◽  
Qiting Zuo
Keyword(s):  
Water Quality ◽  
Suspended Solids ◽  
Inorganic Phosphorus ◽  
Nitrogen And Phosphorus ◽  
Lake Ecosystems ◽  
Phosphorus Forms ◽  
Sequential Extraction Method ◽  
Main Component ◽  
The Impact

Suspended solids are an important part of lake ecosystems, and their nitrogen and phosphorus contents have a significant effect on water quality. However, information on nitrogen and phosphorus forms in suspended solids remains limited. Therefore, a case study was conducted in Lihu Lake (China), a lake with characteristically high amounts of suspended solids. Nitrogen and phosphorus speciation in suspended solids was analyzed through a sequential extraction method. We also evaluated the sources of various forms of nitrogen and phosphorus and their different effects on eutrophication. The total nitrogen (TN) content was 758.9–3098.1 mg/kg. Moreover, the proportions of various N forms in the suspended solids of the study areas were ranked as follows: Hydrolyzable nitrogen (HN) > residual nitrogen (RN) > exchangeable nitrogen (EN). Total phosphorus (TP) ranged from 294.8 to 1066.4 mg/kg, and 58.6% of this TP was inorganic phosphorus (IP). In turn, calcium (Ca)-bound inorganic phosphorus (Ca-Pi) was the main component of IP. The correlation between various nitrogen and phosphorus forms showed that there were different sources of suspended nitrogen and phosphorus throughout Lihu Lake. Correlation analysis of water quality indices and comparative analysis with surface sediments showed that in Lihu Lake, the dissolved nitrogen and phosphorus contents in water were influenced by sediment through diffusion, while particle phosphorus content in water was influenced by suspended solids through adsorption; however, due to the higher phosphorus contents in suspended solids, we should pay more attention to the impact of suspended solids.

Assessment of nitrogen and phosphorus removal in an intermittently aerated sequencing batch reactor (IASBR) and a sequencing batch reactor (SBR)

2013 ◽  
Vol 68 (2) ◽  
pp. 400-405 ◽  
Author(s):  
Min Pan ◽  
Tianhu Chen ◽  
Zhenhu Hu ◽  
Xinmin Zhan
Keyword(s):  
Phosphorus Removal ◽  
Suspended Solids ◽  
Sequencing Batch Reactor ◽  
Batch Reactor ◽  
Ammonium Nitrogen ◽  
Nitrogen And Phosphorus ◽  
Nitrogen And Phosphorus Removal ◽  
P Release ◽  
Removal Efficiencies ◽  
Biological Nitrogen

Biological nitrogen and phosphorus removal was investigated in an intermittently aerated sequencing batch reactor (IASBR) and a sequencing batch reactor (SBR). The removal efficiencies of ammonium-nitrogen (NH4+-N) were 100% in both reactors in steady operation state. The total nitrogen (TN) removal efficiencies were 90.4% in the IASBR and 79.3% in the SBR, while the total phosphorus (TP) removal efficiencies were 88.8% in the IASBR and 82.3% in the SBR. The efficiencies of simultaneous nitrification and denitrification (SND) were 90.4% in the IASBR and 79.3% in the SBR, indicating that the IASBR was more efficient than the SBR in SND. The sludge in the IASBR had a P release capability of 16.6 mg P/g VSS (volatile suspended solids) but only 7.5 mg P/g VSS in the SBR.

scholarly journals Badania modelowe skuteczności oczyszczania ścieków w piasku średnim z warstwą wspomagającą z hydro-antracytu

2019 ◽  
Vol 28 (2) ◽  
pp. 257-267
Author(s):  
Marek Kalenik
Keyword(s):  
Total Nitrogen ◽  
Total Phosphorus ◽  
Suspended Solids ◽  
Ammonia Nitrogen ◽  
Phosphorus Compounds ◽  
Medium Sand ◽  
Nitrogen And Phosphorus ◽  
Sand Soil ◽  
Reduction Efficiency ◽  
Sewage Purification

The model investigations of sewage purification were carried out in a medium sand bed with an assisting hydro-anthracite layer with thickness of 0.10 and 0.20 m. It has been observed that the effectiveness of sewage purification related to basic qualitative parameters (total suspended solids – TSS, BOD5, COD, total nitrogen, total phosphorus) is in accordance with the Polish standards on sewage disposal into grounds and surface water. It has been stated that the medium sand soil bed with the 0.20-meter thick assisting hydro-anthracite layer shows higher effectiveness of sewage purification than the 0.10 m thick assisting layer. This application in the medium sand soil bed increased the removal efficiency regarding TSS by 3.1%, total nitrogen by 29.4%, ammonia nitrogen by 1.2% and total phosphorus by 23.0%, and reduction efficiency regarding BOD5 by 1.5% and COD by 11.3% with relation to the 0.10-meter thick assisting hydro-anthracite layer (all percentages – in average). The investigations confirm that the hydro-anthracite with the granulation of 1.8–2.5 mm can be used to assist in removal of nitrogen and phosphorus compounds from sewages

scholarly journals REMOVAL OF DISSOLVED METHANE AND OTHER CONTAMINANTS FROM LANDFILL LEACHATES IN ENGINEERED WETLANDS

Detritus ◽  
2020 ◽  
pp. 189-200
Author(s):  
Robinson Tim
Keyword(s):  
Suspended Solids ◽  
Complete Removal ◽  
Dissolved Methane ◽  
The Public ◽  
Successful Removal ◽  
Reed Bed ◽  
The Uk ◽  
The City ◽  
Operational Data ◽  
Closed Landfill

This paper will present detailed design and operational data for a full-scale horizontal flow reed bed system, specifically designed for removal of dissolved methane from leachates at a closed landfill in the UK Midlands, near to the city of Birmingham. Since commissioning during the summer of 2013, as reeds have grown, extensive operational data have demonstrated successful and complete removal of dissolved methane to below required concentrations, for safe disposal into the public sewer. The Shirley reed bed is very successful at removing high initial levels of dissolved methane (>95% removal), as per the intended requirements. This ensures that methane within the discharged effluent remains below the 0.14mg/l consent concentration. Removal of methane has been achieved consistently for over 5 years from summer 2014 despite occasional increases in leachate flow rates above the design capacity for the reed bed. Additional removal of further contaminants is achieved by the reedbed, where the successful removal of high levels of iron and suspended solids from the leachate is observed. Monitoring has also noted significant seasonal nitrification of ammoniacal-N, although this was not part of the original purpose of the bed. Design, operational and monitoring data are presented and discussed, with discussion of how various practical issues were overcome during the six years of operation. The technology has wide application for many closed landfill sites throughout the world, and design loading data have been derived that will be valuable for operators to size reed beds appropriately at their sites.

scholarly journals Impact of two centuries of intensive agriculture on soil carbon, nitrogen and phosphorus cycling in the UK

2018 ◽  
Vol 634 ◽  
pp. 1486-1504 ◽  
Author(s):  
Shibu E. Muhammed ◽  
Kevin Coleman ◽  
Lianhai Wu ◽  
Victoria A. Bell ◽  
Jessica A.C. Davies ◽  
...  
Keyword(s):  
Soil Carbon ◽  
Phosphorus Cycling ◽  
Intensive Agriculture ◽  
Nitrogen And Phosphorus ◽  
The Uk

Post-treatment of anaerobic effluents in constructed wetland systems

2001 ◽  
Vol 44 (4) ◽  
pp. 213-219 ◽  
Author(s):  
J. T. de Sousa ◽  
A. C. van Haandel ◽  
A. A.V. Guimarães
Keyword(s):  
Suspended Solids ◽  
Control Unit ◽  
Coarse Sand ◽  
Post Treatment ◽  
Uasb Reactor ◽  
Municipal Sewage ◽  
Nitrogen And Phosphorus ◽  
Treatment Unit ◽  
Hydraulic Load ◽  
Pre Treatment

This papers describes the behaviour of wetlands as a post-treatment unit for anaerobically treated sewage for the removal of organic matter, suspended solids, nutrients (nitrogen and phosphorus) and faecal coliforms. Raw sewage was treated in a UASB reactor with a retention time of 5 h and the effluent was used in four units of wetlands with coarse sand as the medium and operated with different hydraulic loads. Three of the units had emerging macrophytes (Juncus sp), whereas the fourth one was operated as a control unit without plants. During the 12 months of operation, the organic material removal efficiency (measured as COD) was in the range of 79 to 85%, whereas suspended solids removal varied from 48 to 71%. Faecal coliform removal was very high (99,99%); phosphorus was also efficiently removed (average efficiency of 90% for the lowest hydraulic load), but nitrogen removal was only partial (45 to 70% for ammonia and 47 to 70% for TKN). The experimental results clearly show the technical feasibility of using wetlands for treatment of municipal sewage after a pre-treatment in the UASB reactor.

Performance of constructed wetland systems treating anerobic effluents

2003 ◽  
Vol 48 (6) ◽  
pp. 295-299 ◽  
Author(s):  
J.T. de Sousa ◽  
A. van Haandel ◽  
E.P.C. Lima ◽  
A.V.A. Guimaraes
Keyword(s):  
Removal Efficiency ◽  
Suspended Solids ◽  
Carbonaceous Material ◽  
Uasb Reactor ◽  
First Year ◽  
Faecal Coliforms ◽  
Nitrogen And Phosphorus ◽  
Operational Conditions ◽  
Operation Period ◽  
Hydraulic Load

The purpose of this present paper is to verify the performance of three wetland systems operated with effluents from a UASB reactor, with respect nutrient removal (nitrogen and phosphorus), pathogenic organisms and remaining carbonaceous material, monitored over a three-year period. The experiment was carried out and monitored at PROSAB (Programa de Saneamento Básico) in Campina Grande, Para'ba. The removal efficiency of the carbonaceous material expressed in DQO ranged from 70 to 86%, but concerning the total suspended solids, the efficiency ranged from 50 to 71%. The removal efficiency in terms of nitrogen and phosphorus of both vegetated systems was about 65.5 to 86%, respectively, during the first year of operation. Under the operational conditions of the experiment, the removal of phosphorus in a wetland system containing washed sand as the substratum decreased, as its operation period increased. The vegetated wetland has been the most efficient in removing faecal coliforms (roughly 4 log units) as compared to the non-vegetated one (about 3 log units), when both were operated with the same hydraulic load (2.3 cm. per day). Thus, the effluent produced over the three-year period ranged from 800 to 1,800 UFC/100 mL in the analyzed samples.

Phosphorus removal from trout farm effluents by constructed wetlands

2001 ◽  
Vol 44 (11-12) ◽  
pp. 55-60 ◽  
Author(s):  
Y. Comeau ◽  
J. Brisson ◽  
J.-P. Réville ◽  
C. Forget ◽  
A. Drizo
Keyword(s):  
Constructed Wetlands ◽  
Suspended Solids ◽  
Municipal Wastewater ◽  
Ammonium Concentration ◽  
Nitrogen And Phosphorus ◽  
Fish Food ◽  
Treatment Processes ◽  
Stage System ◽  
Trout Farms ◽  
Mass Loads

Freshwater trout farms need a high and continuous clean water flow to keep fish exposed to a non-toxic ammonium concentration. As a result, the concentration of effluents from these farms are even below standard effluent criteria for municipal wastewater effluent for solids, nitrogen and phosphorus. Nevertheless, the mass of pollutants discharged, originating mostly from excreta and undigested fish food, must be reduced by simple and economical treatment processes. We designed and operated a three-stage system aimed at retaining solids by a 60 μm nylon rotating microscreen followed by treatment with a phosphorus-retaining constructed wetland system. Washwater from the microscreen was pumped to a series of two horizontal flow beds of 100 m3 each (0.6 m deep). Coarse (2 mm) and finer (<2 mm) crushed limestone were used in each bed, respectively, with the first one being planted with reeds (Phragmites australis) and the second one designed to remove even more phosphorus by adsorption and precipitation. Preliminary results indicated that the microscreen captured about 60% of the suspended solids and that greater than 95% of the suspended solids and greater than 80% of the total phosphorus mass loads were retained by the beds. The potential of constructed wetlands as an ecologically attractive and economical method for treating fish farm effluents to reduce solids and phosphorus discharge appears promising.

scholarly journals PARAMETERS EVALUATION OF MUNICIPAL WASTE WATER AFTER TREATMENT USING SUB SURFACE FLOW CONSTRUCTED WETLAND IN EKANT PARK BHOPAL

2016 ◽  
Vol 4 (12) ◽  
pp. 24-30
Author(s):  
Shalini Saxena
Keyword(s):  
Constructed Wetlands ◽  
Constructed Wetland ◽  
Suspended Solids ◽  
Removal Rate ◽  
Surface Flow ◽  
Chemical Parameters ◽  
Nitrogen And Phosphorus ◽  
Public Park ◽  
Physico Chemical ◽  
Natural Wetlands

Land areas which are wet during part or all of the year are referred as wetlands. Constructed wetlands are manmade systems that mimic the functions of natural wetlands and applied for wastewater treatment. Aim of the present study is to investigate the feasibility of using a Tracheophyte, Phragmiteskarka in constructed wetland for treatment of wastewater in an public park. The daily inlet and outlet wastewater physico-chemical parameters were analysed during the period of two months. The parameters studied were pH, BOD, COD, DO, Total Suspended Solids, Total Dissolved Solids, Nitrogen and Phosphorus. The percentage removal of the parameters were analysed and studied until the percent removal rate gets stabilized. The study showed that the subsurface flow constructed wetlands are best alternative among modern treatments.

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