DWI, UK · Key to 0.49 mg/l 0.5 to 0.99 mg/l 1.0 to 1.5 mg/l Area of health authority fluoridation...

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th IN~:;;;;;::;WTE(;;;;;-1 · The final effluent design limits are as follows: BOD SS N03 NH3 P 5 mg/l 5 mg/I 8 mg/l 0.7 mg/l 5 mg/l The current flows and loads to CaherconlishWWTP
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 · Influent SS = 220 mg/L; primary clarifier diameter = 25 m Influent BOD = 250 mg/L; aerator volume = 3000 m Effluent BOD = 30 mg/L; MLSS in aerator = 3000 mg/L Flow = 20000 m /day;
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OP 16...Contra Costa Pump3 #01 74 Samples 2.1 - 6.5 mg/L as C 3.46 mg/L as C 3.2 mg/L5 as C Barker Slough Pump 144 Samples 2.4 - 15.9 mg/L as C 5.7 mg/L as C 4.0 mg/L as C Sacramento
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eptri.comeptri.com/wp-content/uploads/2018/02/NABL-Certificates-with-scope.pdf · 1 to 100 1 lazen 0.1 to 100 I mg/l to 1000 mg/l 10 mg/l to 20000 mg/l 1 to 1000 mg/l 0.5 mg/l to
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Satellite Treatment for CSO Control – from Concept to ...March 2015 to June 2017 CBOD 19.9 mg/L 5 = TSS= 15.1 mg/L TP= 0.4 mg/L NH3-N = 2.2 mg/L Other Benefits: •athogen Indicators:
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GOV.UKdwi.defra.gov.uk/consumers/advice-leaflets/fluoridemap.pdf · Key to 0.49 mg/l 0.5 to 0.99 mg/l 1.0 to 1.5 mg/l Area of health authority fluoridation scheme Typical fluoride
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 · Conductivitate la 25'C Aluminiu- mg Pti unit. pH mg! mg/l mg/t mg/l mg grd. germ S/cm mg/l ME-TODA DE ANALIZA SR EN 7887:2012 SR EN SR SR SR EN tso 10523:2012 Meteda 8021 Hach
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Electrocoagulation Treatment of Wet Flue-Gas ...Cl--22962 mg L 1 F-- SO 4 2--3728 mg L 1 SO 3 2 - 439 mg L 1 Ca2+ 4380 mg L-1 Mg2+ 1493 mg L-1 The EC experiments were performed in
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Permit No. GU0020141 AU~HORIZATION TO …...(~,008) 85 mg/L 50 mg/L 1 ml/L 170 mg/L 100 mg/L 2·ml/L Once/week Once/week Once/week ·once/month ·composite Composite Discrete Discrete
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