page 1
page 2
page 3
page 4
page 5
page 6
page 7
page 8
page 9
page 10
page 11
page 12
page 13
page 14
page 15
page 16
page 17
page 18
page 19
page 20
page 21
page 22
page 23
page 24
page 25
page 26
page 27
page 28
page 29
page 30
page 31
page 32
page 33
page 34
page 35
page 36
page 37
page 38
page 39
page 40
page 41
page 42
page 43
page 44
page 45
page 46
page 47
page 48
page 49
page 50
page 51
page 52
page 53
page 54
page 55
page 56
page 57
page 58
page 59
page 60
page 61
page 62 page 63
page 64
page 65
page 66
page 67
page 68
page 69
page 70
page 71
page 72
page 73
page 74
page 75
page 76
page 77
page 78
page 79
page 80
page 81
< prev - next > Energy Biogas Biogas Digest Vol 2 (Printable PDF)
Plasters and Coats for Digester and Gas-Holder
In industrialized countries, most of the new
digesters are built of gas-tight concrete or steel.
Additives are mixed into the concrete to render it
gas-tight. If existing concrete vessels are used, their
gas-tightness has to be checked. Often, they have
not been built from gas-tight concrete or cracks
have formed over time which allow the gas to
escape.
It is important to check the digester and piping
system for gas-tightness prior to putting the biogas
unit in service. If leakage is detected only during
operation, the digester has to be emptied, cleaned
and plastered again. Rectifying a leakage before the
initial filling is a lot cheaper.
In developing countries, digesters are usually
masonry structures. The plastering has to be
watertight up to the lowest slurry level and gas-tight
from the lowest gas level upwards (gas-holder). The
plaster has to resist moisture and temperatures up
to 60°C reliably. The plaster must be resistant to
organic acid, ammonia and hydrogen sulfide. The
undercoat must be absolutely clean and dry.
Figure 40: Inside plaster of the
gastight section of a fixed dome
digester
Photo: Kellner (TBW)
Cement plaster with special additives
Good results in water- and gas-tightness have been achieved by adding 'water-proofer' to the
cement plaster. For gas-tightness, double the amount of water-proofer is required as
compared to the amount necessary for water-tightness. The time between the applications of
the layers of plaster should not exceed one day, as the plaster becomes water-tight after one
day and the new plaster cannot adhere to the old plaster. The following 'recipe' from
Tanzania guarantees gas-tightness, provided the masonry structure has no cracks:
1. layer: cement-water brushing;
2. layer: 1 cm cement : sand plaster 1 : 2.5;
3. layer: cement-water brushing;
4. layer: cement : lime : sand plaster 1 : 0.25 : 2.5;
5. layer: cement-water brushing with water-proofer;
6. layer: cement : lime : sand plaster with water proofer and fine, sieved sand 1 : 0.25 :
2.5;
7. layer: cement screed (cement-water paste) with water-proofer.
The seven courses of plaster should be applied within 24 hours.
A disadvantage of cement plaster is their inability to bridge small cracks in the masonry
structure as, for example, bituminous coats can do.
Bitumen (several layers)
Bitumen coats can be applied easily and remain elastic over long periods of time. Problems
arise in the application as the solvents are inflammable (danger of explosion inside the
digester) and a health hazard. Bitumen coats cannot be applied on wet surfaces. The drying
of masonry structures requires several weeks, unless some heating device (e.g. a charcoal
stove) is placed inside the digester for two to three days. Furthermore, the bituminous coat
can be damaged by the up-and-down movement of the slurry.
61