AQUAPONIC SLUDGE DIGESTION FOR
ORGANIC REDUCTION AND NUTRIENTS
MINERALISATION IN UASB REACTORS
by Boris Delaide
Work in collaboration with: Simon Goddek, Karel Keesman and M. Haissam Jijakli.
One loop aquaponics
Introduction
Formula Aerobic vsAnaerobic
UASB
performances UASB effluents Perspectives
Fish tank Biofilter Sump Pump
Hydroponic beds Mechanical
Low concentration of mineral elements in solution - Macroelements: N, P, K, Ca, Mg, S - Microelements: Fe, B, Cu, Zn, Mn, Mo
Fish tank Biofilter Sump Pump
Hydroponic beds Mechanical
filter
Introduction
Formula Aerobic vsAnaerobic
UASB
Nutrients lost by sludge spillage
Sludge
Fish tank Biofilter Sump Pump
Hydroponic beds Mechanical
filter
Introduction
Formula Aerobic vsAnaerobic
UASB
Sludge digestion for mineral elements recovery
Digestion in bioreactor
Sludge
Fish tank Mechanical Biofilter Sump Pump Hydroponic beds
filter
Macro and microelements
mineralised
Introduction
Formula Aerobic vsAnaerobic
UASB
Formula used for COD – TS reduction:
Digester
𝑇𝑆 = 1 − ∆𝑇𝑆 + 𝑇𝑇𝑆 𝑜𝑢𝑡 𝑇𝑇𝑆 𝑖𝑛 𝑻𝑻𝑺 𝒐𝒖𝒕 𝑻𝑻𝑺 𝒊𝒏 ∆𝑻𝑺where ∆𝑇𝑆 is the TS inside the reactor at the end of the experiment minus the TS inside the reactor at the beginning of the experiment, 𝑇𝑇𝑆 𝑜𝑢𝑡 is the total TS outflow and 𝑇𝑇𝑆 𝑖𝑛 is the total TS inflow. Introductio n
Formula
Aerobic vs Anaerobic UASBFormula used for elements mineralisation:
Where 𝑁𝑅 is the nutrient recovery at the end of the experiment in percent, 𝐷𝑁𝑜𝑢𝑡is the total mass of dissolved nutrient in the outflow, 𝐷𝑁𝑖𝑛 the total mass of dissolved nutrient in the inflow , and 𝑇𝑁𝑖𝑛 the total mass of dissolved plus undissolved nutrients in the inflow.
Digester
DNout DNin + TNin UNin 𝑁𝑅 = 𝐷𝑁𝑜𝑢𝑡 − 𝐷𝑁𝑖𝑛 𝑇𝑁𝑖𝑛 − 𝐷𝑁𝑖𝑛Aerobic vs Anaerobic sludge digestion in simple reactors
ZHAW
1, ULg
2and WUR
31ZHAW Life Sciences und Facility Management, Grüentalstrasse 14, Postfach, 8820 Wädenswil
2Integrated and Urban Plant Pathology Laboratory, Université de Liège, Avenue Maréchal Juin 13, 5030
Gembloux, Belgium
3Wageningen University, Wageningen Institute of Animal Sciences, Aquaculture and Fisheries Group, P.O. Box
338, 6700 AH Wageningen, The Netherlands
Introduction Formula
Aerobic vs
Anaerobic
UASB
Anaerobic vs Aerobic sludge digestion in simple reactors
a
a a
a
Introduction Formula
Aerobic vs
Anaerobic
UASB
Anaerobic vs Aerobic elements mineralisation performances a b * a a a a a a
Introduction Formula
Aerobic vs
Anaerobic
UASB
UASB
EGSB
ULg: one set
WUR: two sets
Introduction Formula Aerobic vs Anaerobic
UASB
performances
UASB
pH in reactors
Introduction Formula Aerobic vs Anaerobic
UASB
performances
UASB
VFA in reactors Introductio n Formula Aerobic vs Anaerobic
UASB
performances
UASB effluents PerspectivesSludge organic reduction performances
Introduction Formula Aerobic vs Anaerobic
UASB
performances
UASB
Sludge reduction and mineralisation performances
Introduction Formula Aerobic vs Anaerobic
UASB
performances
UASB
• N mineralisation: protein degradation
NH
4
+
• P, K, Ca, Mg mineralisation: solubilisation low pH of precipitated minerals
- Struvite: (NH
4)Mg(PO
4) 6(H
2O)
- Calcium phosphate, Hydroxyapatite: Ca
5(PO
4)
3(OH)
Introducti on Formula Aerobic vs Anaerobic
UASB
performances
UASB effluents PerspectivesTS and COD in effluents comparison Introducti on Formula Aerobic vs Anaerobic UASB
Macroelements in UASB effluents compared to hydroponics
Introduction Formula Aerobic vs Anaerobic
UASB
Microelements in UASB effluents compared to hydroponics
Introduction Formula Aerobic vs Anaerobic
UASB
Two-step digestion + post-treatment?
UASB
➢ pH 6.5 – 7.5 ➢ Organic reduction ➢ N mineralisation ➢ BiogasAcid
reactor
➢ pH 4.5 to 5.5 ➢ Macro and microelements mineralisationFresh
sludge
Post-treatment
?
Introduction Formula Aerobic vs Anaerobic
UASB
RAS
Hydroponics
UASB +
Sludge mineralisation
Decoupled AquaPonic System: DAPS
Introduction Formula Aerobic vs Anaerobic
UASB