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Modeling of Biogas Reactors

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188 6 <strong>Modeling</strong> <strong>of</strong> <strong>Biogas</strong> <strong>Reactors</strong><br />

L is the length <strong>of</strong> the baffle and g is the gravitational acceleration. The gas holdup<br />

can be correlated from the superficial gas velocity u riser according to Weiland (1978).<br />

Due to experiments <strong>of</strong> Reinhold et al. (1996), it can be calculated according to Eqs.<br />

23 and 24).<br />

Äå = 0.27 u 0.8<br />

riser (laboratory scale) (23)<br />

Äå = 0.76 u 0.8<br />

riser (pilot scale) (24)<br />

The pressure loss coefficients were determined to be î = 6.9 on the laboratory<br />

scale and to be î = 4.8 on the pilot scale. As expected, the total friction coefficient î<br />

slightly decreases during scale-up.<br />

Figure 6.26 shows the exchange flow rate V · exchange as a function <strong>of</strong> the superficial<br />

gas velocity u exchange, which can be calculated according to Eq. 25.<br />

u exchange =<br />

V · gas<br />

A exchange<br />

It is quite remarkable that the findings <strong>of</strong> Figure 6.26 are invariant with the scale<br />

<strong>of</strong> the reactor. Because V · exchange dominates the mixing behavior <strong>of</strong> the system (indeed,<br />

it is the only experimental parameter necessary for model B) this result is very<br />

important for the scale-up <strong>of</strong> biogas tower reactors.<br />

6.4.2<br />

Distribution <strong>of</strong> Biomass within the Reactor<br />

The wastewater is passing the BTR from the bottom to the top <strong>of</strong> the reactor. With<br />

this feeding procedure the upflow velocity due to the feed increases – at a constant<br />

mean residence time <strong>of</strong> wastewater in the reactor – linearly with the height <strong>of</strong> the reactor.<br />

Therefore, in high reactors it is essential to have reliable mechanisms to retain<br />

the active biomass. These mechanisms and the resulting distribution <strong>of</strong> biomass<br />

within the reactor were studied by Reinhold and Märkl (1997).<br />

6.4.2.1 Experiments<br />

Experiments were performed with a two-modular laboratory tower reactor (height<br />

6.5 m) and in a pilot scale tower reactor (height 20 m) as shown in Figure 6.2 and described<br />

in Table 6.1. The laboratory tower reactor was filled with tap water and anaerobic<br />

pelletized sludge. The sludge was biologically, inactive, as no substrate was<br />

present in the tap water, i.e., it did not produce any fermentation gas. Air was injected<br />

at the bottom <strong>of</strong> the column instead <strong>of</strong> real biogas. As the reactor was built out <strong>of</strong><br />

transparent material, visual observations were possible in addition to measurements<br />

from samples. The following observations were made during these experiments:<br />

• The suspended solids concentration in the lower module is always higher than in<br />

the upper module.<br />

(25)

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