www.cranfield.ac.uk
Bringing to life Severn Trent’s rural strategy –
Vertical flow wetlands for full wastewater treatment
- Dr. Yadira Bajón Fernández
Trents rural strategy Vertical flow wetlands for full wastewater - - PowerPoint PPT Presentation
Bringing to life Severn Trents rural strategy Vertical flow wetlands for full wastewater treatment Dr. Yadira Bajn Fernndez 29 th January 2019 www.cranfield.ac.uk Motivation - Rural strategy Low carbon footprint (aeration /
941 p.e. 1st stage 1.2 m2/p.e. 2nd stage 0.8 m2/p.e.
CONSENTS:
Main layer >30cm Transition layer: 10-20cm Drainage: 10-20cm 0.25 <d10 <0.40 mm sand 3-10 mm gravel 20-40 mm gravel 2-8 mm gravel 5-20 mm gravel 20-40 mm gravel
New inlet works Pumping to 1st stage 3 x 1st Stage vertical filters Designed @ 1.2 m2/PE – 0.37 m/d 3.5 d feed / 7 d rest Pumped New Siphon chamber 2 x 2nd Stage vertical filters Designed @ 0.8 m2/PE 7 d feed / 7 d rest Gravity New Storm system with existing 2 Storm tanks
Red: Expected results for two stage vertical flow reed beds based on a study of 169 full scale sites in France (Paing et
* Based on TKN **excluding storm events (HL > 0.6 m·d-1)
Time in
Sludge accumulation (cm) Accumulation Rate (cm/year) Dry matter (%) OM (% of DM) IR mm.min-1 December 2015- January 2016 RB1
6 months 2-5 cm 8.1 76 <0.52
RB3
3 months 2-3 cm 6.5 74 <0.39
March 2016 RB1
9 months 3-5 cm 4-7 cm 12.8 67.4 <0.35
RB3
6 months 3-5 cm (estimation) 11.5 64.5 <0.34
Literature Arias 2013 Site A France (Molle et al. 2006) Site B France (Molle et al. 2006) (Boutin and Liénard 2003) Site C France Molle et al. 2006 Site D France
1 year 8 years 14 years 1 year 4-7 cm 22.5cm 1 cm 0.4-0.8 cm year 1.6 cm/year 1 cm/year 30.2 (mixed sludge)21.8 37.6 (mixed sludge) 49.2 ≈0.6 (winter) >3 >1.8 >21
10 20 30 40 50 60 0-0.2 0.2-0.4 0.4-0.6 0.6-0.8 0.8-1 1-1.2 1.2-1.4 1.4-1.6 1.6-1.8 1.8-2 >2
% time Hydraulic load (m.d-1 ) Hulland Ward Site A France 2011
10 20 30 40 50 60 0-0.2 0.2-0.4 0.4-0.6 0.6-0.8 0.8-1 1-1.2 1.2-1.4 1.4-1.6 1.6-1.8 1.8-2 >2
% time Hydraulic load (m.d-1 ) Hulland Ward Site A France 2011
Re-oxygenation of filter body -> nitrification of absorbed ammonium Sludge mineralisation -> IR
Brix and Arias, 2005, The use of vertical flow constructed wetlands for on-site treatment of domestic wastewater: New Danish guidelines. Ecological Engineering, 25: 491-500
5 10 15 20 25 50 100 150 200 250 300 350 .Ammonia concentration in final effluent (mg/L) Day operation (3 year) 9 a.m. 9 p.m.
Sequence point* Bed 1 Bed 2 Bed 3
Beginning of the feeding period End of the feeding period Beginning of the resting day Middle of the resting period End of the resting period
2nd day 1st day 2nd day 7th day 1st day 7th day 7th day 7th day 7th day 1st day 7th day 14th day 14th day 14th day
Would you install this scheme in other sites? Yes, but with lessons learnt
Cracks
form in result of sludge dewatering during resting period
Voids formed by plants
Occur around stems, in root zone and formed around plants debris/
Voids formed by animals
Occur in result of animal (e.g. worms) activity.
Dan Cunliffe, Alex Cook, Tomas Jordan, Ricky Shepherd, Ivan Blanco, Andy Richards, Pete Vale, Richard Smith, Bruce Jefferson, Gaby Dotro, Fred Coulon, Ledicia Pereira, Antonio Labella de Tomás, Olha Khomenko