The overall chemical equation for the treatment of sludge is:
CaHbOcN
dPeSfXg + y O2 → CO2
+ H2O + NH4
+ PO43- + SO42-
+ XO + fatty acids + energy
The plant in Apeldoorn, the Netherlands
The treatment plant in Apeldoorn, built from 1991 to 1993, has a
yearly capacity of 600,000 m3 liquid waste streams with a dry
material content of 5%. Besides communal sewage sludge (75%),
sludge from various industrial sewage treatment plants (25%) is
also processed.
Steps in the Wet oxidation process*:
1. Acceptance
Liquid waste streams are brought in by tankers and immediately pumped
into a 5,000 m3 storage tank. Dehydrated ash cakes are mixed with
an internal water recirculation device and also pumped into this tank.
The sludge is then pumped from the storage tank to a 1000 m3 batch
mixed tank.
2. Supplying the reactor
The liquid stream is pumped into two cutters to reduce coarse particles
(permeability 15 mm and 8 mm respectively) and is then pumped
into the reactor by worm pumps (number: 6, pump pressure: 35
bar maximum, flow rate per pump: 40 m3/h).
3a. Why is an underground reactor used?
3b. Oxygen storage
There are two storage tanks for liquid oxygen with a
total volume of 84 m3. The liquid oxygen is forced
through a heat exchanger using a plunger pump and
then injected into the reactor in gaseous form.
4. The reactor
The reactor consists of a system of concentric vertical
pipes 1280 metres in length sunk into the ground.
The waste stream is pumped downward in the reactor
through the inner or downpipe (diameter 200 mm).
Pure oxygen gas is added at a depth of 300 m (2,500
kg O2/h), which triggers oxidation. The oxidized waste
stream now converted into ash, returns to the surface
via the outer pipe or up-pipe (diameter 300 mm).
The average hydraulic residence time is approximately
45 minutes. The temperature and pressure curves have
a Gaussian profile: input temperature is 20 °C, bottom
temperature is 280 °C and output temperature is
approximately 60 °C; initial pressure is 12 bar, bottom
pressure is 100 bar and extraction pressure is 18 bar.
5a. Gas seperation, cooling and treatment
Gases are separated from the ash-water mixture in
three stages: in a high-pressure separator (volume 25
m3, operating pressure 18 bar), medium-pressure
separator (volume 9.7 m3, pressure 7 bar) and low-pressure
separator (volume 19 m3, 1 bar).
A tubular cooler is installed between the first two separators
with a cooling capacity of 4 MW. In the thermal
reheater, the contaminants in the gas (4% carbon
monoxide, 1% hydrocarbons) are completely incinerated
at 850 °C (gas volume 1,600 m3/h).
5b. Ash separation and dehydration
The ash-water mixture is thickened from 2 to 6% dry
matter in a static condenser (volume 1,100 m3).
Two membrane filter presses then dehydrate the ash
into cakes made up of 55% dry matter. Each press
has 140 plates measuring 1500 x 1500 mm, a filling
pressure of 8 bar and a membrane pressure of 16 bar.
22,000 tonnes of ash cake are produced annually and
shipped in containers to disposal sites. The ash contains
approximately 38% aluminium phosphate, 16%
silicates, 12% quartz, 9% calcite, 5% Portlandite, 4%
feldspars and 16% remaining solids.
5c. Process water treatment
The remaining water is pumped into a 5,000 m3 storage
tank. From here it flows out at a constant rate for
biological purification. This process consists of denitrification
(volume 4,000 m3, 4 mixers) and aerobic nitrification
(volume 16,400 m3, 4 blowers of 250 kW
each, 1,700 aeration elements). The chemical oxygen
demand (COD) is reduced by 93%, the biological oxygen
demand (BOD) by 99.8% (effluent <10 mg/l), Kj-N
reduction 97.5%, and
ammonium (NH4-N) by 99.9% (effluent <1.5 mg/l).
5d. Acid cleaning system
During the process of wet oxidation, anhydrous calcium sulphate
(Ca SO4 0H2 0 aq) is also produced.
Some of this collects on the reactor wall. This scalelike
deposit is removed from time to time using nitric
acid (15%). An acidification tank (45 m3, 50% acid)
and two acid tanks (100 m3 each, 15% acid) have
been installed for this purpose.
Note *): Based on the Apeldoorn plant experiences with sludge treatment period 1992 to 2004