IMPROVED METHOD AND DEVICE FOR ANAEROBIC DIGESTION

Abstract

The invention relates to a method and a device for anaerobic digestion from an organic liquid sludge (21), comprising, in a known manner, a step of hydrolysis/acidogenesis of the sludge in a digester (47, 100), a step of acetogenesis for producing acetate from the hydrolysed sludge and a step of methanogenesis from the acetates for producing methane. The method comprises an initial step of creating a hydrolysed sludge emulsion (23) obtained by means of the impact of the sludge with gas (27) injected into the sludge, then continuously supplying the hydrolysed sludge to a reactor (25, 101) pressurised in line relative to the digester, before discharging said sludge from the reactor via a member (29) generating a pressure drop in the hydrolysed sludge, the initial stage being repeated at least once before supplying the, and/or via the, digester.

Claims

1. A methanization process starting from an organic liquid sludge (21) comprising, in a known manner, in a digester (47, 100), a step of hydrolysis/acidogenesis of the sludge, a step of acetogenesis for production of acetate from the hydrolyzed sludge and a step of methanogenesis starting from the acetates in order to produce methane, characterized in that it comprises an initial step of creating a hydrolyzed sludge emulsion (23), obtained by blasting the sludge with gas (27) injected into said sludge, then continuously supplying said hydrolyzed sludge to a pressurized reactor (25, 101) that is in-line with respect to the digester, before evacuating the reactor via a member (29) that generates a pressure drop in said hydrolyzed sludge, said initial step being repeated at least once before supplying the digester and/or after passing through the digester and before resupplying the latter.

2. The process as claimed in claim 1, characterized in that the gas used is air.

3. The process as claimed in claim 1, characterized in that the initial step is carried out on the sludge and then the hydrolyzed emulsion obtained successively at least N times with N≥4.

4. The process as claimed in any one of the preceding claim 1, characterized in that this initial step or these initial steps on the sludge are followed, before supplying the digester (47, 100), by a TS/liquid separation step (7, 9), for example on a press belt or simply by draining.

5. The process as claimed in claim 1, characterized in that the emulsion at the outlet of the reactor is degassed (4) before the next step.

6. The process as claimed in claim 1, characterized in that a flocculant (30) is injected (5) into the emulsion at the outlet of the reactor, before the next step.

7. The process as claimed in claim 6, characterized in that the flocculant is a polymer injected at the outlet of the reactor, before the venting.

8. The process as claimed in claim 6, characterized in that the flocculated sludge emulsion is concentrated by flotation/settling of the flocculated emulsion in a vessel serving as a concentrator (36), the concentrated sludge being continuously discharged to the digester (47, 100).

9. The process as claimed in claim 1, characterized in that the sludge (21) is fed into the pressurized reactor (25) via an element (24) of small diameter d through which the sludge passes at high velocity v (v>10 m/s) and at low pressure p, into which element the gas or air (27) is injected at high flow rate (q Nm.sup.3≥10 Q m.sup.3, Q being the flow rate of the sludge), in order to create the compressible gaseous emulsion (28) which then supplies the downstream reactor (25) of larger diameter D (D>20 d) than the element through which the emulsion passes, at a higher pressure P (P>p) and at a lower velocity V (V<v), before being subjected to a pressure drop in the downstream member.

10. The process as claimed in claim 1, characterized in that the element of small diameter (24) is a Venturi.

11. The process as claimed in claim 1, characterized in that the air is injected in the direction of the flow of the sludge with an angle of between 20° and 90°.

12. The process as claimed in claim 1, characterized in that the floc is degassed by soft impact of the floc against itself or against an energy-absorbing flap (73, P) for decelerating the floc, for recirculation to the reactor (25, 101), and/or after passing through a filtration and/or settling/maturing device and the floc thus matured is recovered in order to supply the digester.

13. A device (20, 99, 111, 115) for methanization starting from an organic sludge (21, B) comprising, in a known manner, a digester (47, 100), characterized in that it additionally comprises a reactor (25, 101) upstream of the digester, means for supplying sludge to said reactor comprising an element (24) of small diameter d or injector, means (26) for injecting a gas or air into said injector in order to create a compressible gaseous emulsion, arranged to supply the downstream reactor of larger diameter D (D>20 d) than the element of small diameter, a member (29) that generates a pressure drop at the outlet of the reactor, means (46) for transferring the sludge to the digester and means for recycling the hydrolyzed emulsion or sludge to the reactor via the element (24) of small diameter, upstream and/or via the digester.

14. The device as claimed in claim 13, characterized in that it comprises a degassing chamber (32, 102) equipped with mixing means (61, 62, 71, 73, P) which is located downstream of the reactor.

15. The device as claimed in claim 13, characterized in that these means (P) for recycling the emulsion obtained at the outlet of the member are located upstream of the digester and comprise an intermediate buffer tank of sufficient volume to allow N recycling operations, with N≥2.

16. The device as claimed in claim 13, characterized in that it comprises means (31) for injecting a flocculant (30) after the pressure-drop-generating member.

17. The device as claimed in claim 13, characterized in that it comprises means (32, 56, 70, 70′) for degassing the emulsion or the floc at atmospheric pressure by soft impact of the emulsion or of the floc against itself or against a flexible partition (73).

18. The device as claimed in claim 17, characterized in that the degassing means (32, 102) comprise a container (57) open to atmospheric pressure and a supply of the emulsion or the floc by exiting of the emulsion or of the floc vertically or substantially vertically as a fountain into said container open to atmospheric pressure.

19. The device as claimed in claim 17, characterized in that (E) the degassing means (70′) comprise an enclosure for passage of the emulsion or floc equipped with an intermediate inlet chamber comprising a partition (73, L) for decelerating the flow.

20. The device as claimed in claim 19, characterized in that the partition is flexible and/or curved.

21. The device as claimed in claim 13, characterized in that it comprises a vessel 36 at the outlet or downstream of the reactor that serves as a concentrator and is arranged to enable the flotation of the flocculated sludge over a given height.

22. A soup or emulsion of organic sludge obtained by the process as claimed in claim 2, after N recirculation passes through the reactor, characterized in that N≥4.

23. The organic sludge soup as claimed in claim 22, comprising at least 80% of lysed bacteria.

Description

[0108] The invention will be better understood on reading the following description of embodiments given below by way of nonlimiting examples. The description refers to the accompanying drawings, in which:

[0109] FIG. 1 is a flowchart showing the main steps of one embodiment of the process according to the invention.

[0110] FIG. 1A is a flowchart illustrating another embodiment of the process according to the invention, without flocculation with the initial step.

[0111] FIG. 2 is a diagram illustrating a first embodiment of a device implementing the process according to the invention.

[0112] FIG. 2A shows, in cross section, an embodiment of an ejector usable with the invention in order to obtain the emulsion usable with the invention.

[0113] FIG. 2B shows another embodiment of an ejector usable according to the invention.

[0114] FIG. 2C shows another embodiment of an ejector usable according to the invention.

[0115] FIG. 2D shows another embodiment of an ejector usable according to the invention.

[0116] FIG. 2E shows another embodiment of an ejector usable according to the invention.

[0117] FIG. 2F shows another embodiment of an ejector usable according to the invention.

[0118] FIG. 3 schematically illustrates, in cross section, the degasser/maturing unit of the device according to the embodiment of the invention more particularly described here.

[0119] FIG. 3A is a front view of an embodiment of the degasser/maturing unit of the device of the type described with reference to FIG. 3.

[0120] FIG. 3B is a cross-sectional view along IIIA-IIIA of FIG. 3A.

[0121] FIG. 4 is a top view of another embodiment of the degasser/maturing unit with a decelerating partition.

[0122] FIG. 4A is a cross-sectional view along IVA-IVA of FIG. 4.

[0123] FIG. 5 illustrates the dispersion of the organic material obtained after no pass and one, eight and ten passes of the initial step according to the invention, on a liquid sludge not thickened by flocculation.

[0124] FIG. 6 illustrates the dispersion of the organic material obtained after no pass and one, eight and ten passes of the initial step according to the invention, on a liquid sludge thickened by flocculation.

[0125] FIG. 7 illustrates the porosity and the structure of the bacterial floc, the size of the aggregates that it contains and also the EPS structure (EPS is the organic and mineral coherent structure that makes it possible to maintain the mechanical stability of the bacterial flocs) after no pass, one pass and eight passes of the initial step according to the invention, on a liquid sludge.

[0126] FIG. 8A shows another embodiment of a device according to the invention.

[0127] FIG. 8B shows another embodiment of a device according to the invention.

[0128] FIG. 8C shows another embodiment of a device according to the invention.

[0129] FIG. 1 schematically shows the steps of the methanization process of an organic sludge according to the embodiment of the invention more particularly described here.

[0130] The organic sludge is pumped continuously from, for example, a settling tank.

[0131] According to the invention, an impact is created between the sludge and a gas (step 1) to create an emulsion which is supplied to the reactor, which is pressurized with respect to the atmospheric pressure (step 2), which is evacuated via a member that generates a pressure drop (step 3) then optionally degassed (step 4), optionally flocculated (step 5), and it is decided (test 6) to repeat the preceding steps 1 to 5 in order to carry them out N times in total with N≥2 or 3, for example N=7, 8 or 10.

[0132] This process of applying pressure/vacuum pressure results in a lysis of several tens of percent of the bacteria of the medium, which may reach 80% to 90% if steps 1 to 5 are repeated in sufficient number and depending on the desired lysis result.

[0133] This lysis takes place owing to the macroscopic conditions of the medium in which the bacteria are present.

[0134] The local energy conditions used are also quite low and make it possible to prevent the undesired production of non-biodegradable resistant organic molecules, unlike the other prior art techniques (ultrasonic cavitation, chemical and/or thermal treatments).

[0135] Represented in FIG. 1A are steps 1′ to 4′ which are identical to steps 1 to 4 described above. No flocculation is however carried out here in this preferred embodiment. In contrast, a recycling reservoir is supplied at 5′ which will enable circulation through the reactor at least N times. For example, for a sludge flow rate of 10 m.sup.3/h, and a number N=5, a tank of 11 m.sup.3/h is provided, which allows maintenance of the flow rate continuously between inlet and outlet of the reactor (knowing that the residence time in the reactor in which the recycled initial step is carried out is very low (several seconds or even several minutes)).

[0136] The technique for preparing the organic sludge before methanization according to the invention furthermore enables a greater thickening of the sludge, while maintaining a high availability of the substrates, leads to a low viscosity and therefore enables a partial lysis of the aerobic bacteria, while increasing the biodegradability of the sludge as results from an analysis of petri dish bacterial growth type (cf. Table I below) obtained with a sludge of the following composition:

[0137] VS (volatile solids) % of the total solids: 60%

[0138] VFA Volatile Fatty Acid: 185 mg/l

[0139] AGC/TAC: 0.4

[0140] pH: 6.8

[0141] In these examples, the initial step is as described with reference to FIG. 1A (without flocculation).

TABLE-US-00001 E. coli Total flora Sample (CFU/g) (CFU/g) Sludge  31 000  41 000 000 No pass Sludge  79 000  89 000 000 2 passes (20 sec) Sludge 170 000 730 000 000 8 passes (80 sec) Sludge  25 000  14 000 000 No pass Sludge 220 000 120 000 000 2 passes (20 sec) Sludge 330 000 320 000 000 8 passes (80 sec) Sludge  79 000  16 000 000 No pass Sludge 320 000 130 000 000 2 passes (20 sec) Sludge 410 000 310 000 000 8 passes (80 sec) Sludge  36 000  32 000 000 No pass Sludge  84 000 110 000 000 2 passes (20 sec) Sludge 140 000 130 000 000 8 passes (80 sec)

[0142] Colony Forming Unit

[0143] The initial step of creating an emulsion completely or partly comprising the steps described above is then optionally followed by a maturation step 7, then a draining/pressing step (step 8) that makes it possible to supply the digester in which the steps 9 of actual methanization take place, which are known per se, enabling the extraction at 10 of the methane-containing biogas.

[0144] A portion of the biogas may (test 11) be reused as gas for injection into the grid.

[0145] FIG. 2 shows an embodiment of a device 20 according to one embodiment of the invention.

[0146] The liquid organic sludge 21 is introduced via a feed pump 22 and pipework 23 toward a restriction 24 for example formed by a Venturi in a tubular enclosure 25 for example having a height of 1 m and a diameter of 50 cm.

[0147] A compressor 26 feeds compressed air 27 to the inside of the Venturi 24, obliquely for example with an angle of 30° to the direction of the fluid, in order to form an emulsion 28 or a sludge/air/water three-phase mixture.

[0148] The tubular enclosure 25 is for example maintained at a pressure of the order of 1.2 to 2 bar relative or else above 2 bar.

[0149] This can be carried out by means of a regulated valve 29 as a function of the internal pressure of the enclosure. This valve 29 constitutes a restriction downstream of which, in one embodiment, a flocculant 30 is supplied via a feed-metering device 31 which is known per se.

[0150] Downstream of the flocculant supply, the emulsion thus flocculated supplies the degasser 32 according to the embodiment of the invention more particularly described here.

[0151] The degasser for the flocculated emulsion or floc is open to atmospheric pressure at 33, and comprises a vertical tube 34 for supplying floc as a fountain, enabling a soft impact of the floc against itself, which enables a given and non-destructive degassing of the flocculated emulsion.

[0152] The sludge remains inside the degasser for a given time, for example of the order of 1 to 5 minutes, then is discharged by gravity via pipework 35 to a concentrator apparatus 36.

[0153] According to the embodiment of the invention more particularly described here, a phenomenon of immediate flotation occurs in the concentrator apparatus 36, with an upward velocity in the apparatus of the large flocs, of 20 m/h, 50 m/h or even 100 m/h.

[0154] The degassed emulsion 37 thus arrives at the lower intermediate part 38 of the apparatus and immediately separates into solids 39, which rise to the surface and into transparent water 40, which is continuously discharged by gravity at 41.

[0155] The solids 39 are discharged in the upper part of the concentrator/flotation unit 36 for example via a chute 42, which enables the dehydrated sludge (solids) to be discharged by gravity onto a perforated belt 43 enabling additional filtering of the residual water (arrows 44) which is recovered in order to be mixed with the unbound water obtained at 41.

[0156] Advantageously, a pressure P is exerted on the sludge, in a manner known per se, making it possible to further increase the dehydration and the thickening of the sludge obtained at the outlet of the device.

[0157] The viscous, thickened and dehydrated sludge 45 is then recovered downstream of the belt in order to supply by gravity or by pumping 46 the digester 47 in which the metallization steps are carried out in a known manner.

[0158] The methane-containing biogas is then extracted at the upper part 48 of the degasser, of which it is possible to recycle (dot-and-dash line 49) a portion in order to supply the gas injection compressor 26 in order to create the sludge emulsion.

[0159] According to the invention, there is recirculation once or several times to the tubular enclosure 25 advantageously without flocculation (dot-and-dash line circuit 50), or during flocculation, after flocculation and before degassing (dot-and-dash line circuit 51) or after degassing (dot-and-dash line circuit 52).

[0160] Represented in FIG. 2A is an embodiment of the restriction 24 in which the sludge/gas emulsion is produced.

[0161] The restriction is formed by a Venturi 53 comprising a hollow body 54 comprising a sludge inlet (flow F) formed by a frustoconical bore 55 opening into a cylindrical bore portion 56 of small diameter, in which two symmetrical branch connections 57, forming an angle of between 20° and 80°, for example 30° with the axial direction 58 of the Venturi, enable the supply of gas 59 in the direction of the sludge flow F.

[0162] The sludge/gas emulsion is produced in this cylindrical pruning portion for example having a volume of 1 liter, for a sludge flow rate of 50 m.sup.3/h and a flow rate of injected gas, advantageously air, of 250 Nm.sup.3/h.

[0163] The cylindrical bore portion opens into an inverse frustoconical portion for discharging the emulsion to the enclosure/reactor 25.

[0164] The configuration of this Venturi and of the branch connections enables emulsion velocities of greater than 10 m/s.

[0165] FIGS. 2B to 2F show embodiments of a Venturi 53 with injection of gas at the center of the Venturi, with a branch connection against the flow of sludge for example with an angle of 45° (FIG. 2B), a branch connection perpendicular to the direction of the flow (FIG. 2C), a branch connection in the direction of the flow, for example with an angle of 45° (FIG. 2D), two symmetrical branch connections that are perpendicular to the direction of the flow (FIG. 2E), or two symmetrical branch connections against the flow (FIG. 2F) for example with an angle of 45°.

[0166] FIG. 3 schematically shows, in cross section, a degasser 56 according to one embodiment of the invention.

[0167] The degasser comprises a container 57, for example which is cylindrical, having a height substantially equal to 1 m.

[0168] The diameter of the container is for example between 200 and 300 millimeters.

[0169] The sludge is supplied at 58 by pipework for example with a diameter of 80 mm which enters in the bottom part 29 of the container then has a 90° bend 60 and a cylindrical vertical portion 61 for example with a diameter of 100.

[0170] The cylindrical vertical portion 61 ends in a neck 62 for delivery of the sludge as a fountain.

[0171] The container defines an internal volume V into which the cylindrical pipework 61 opens.

[0172] The volume has a base 55 provided with outlet pipework 63 with a diameter identical to that of the inlet pipework of the flocculated emulsion.

[0173] Advantageously, a branch connection 64 is provided for additional degassing of the floc after passing through the container, in the upper part of the discharge pipework, said upper part 65 being at a height lower than the level of sludge in the container.

[0174] The height of the upper part 65 is arranged to be equal to or slightly lower than that of the neck 62, relative to the base of the volume V, to enable a given residence/maturing time of the floc in the degasser, for example 20 s.

[0175] The volume V ends in the upper part with an outlet opening 66 to the atmosphere, which is advantageously protected by a spoiler 67 for blocking sludge projections. In the embodiment as described and with the inlet/outlet dimensions of the various feed pipes of DN 80 mm, the height H of the floc enabling the maturation thereof, i.e., between the bottom of the container and the periphery of the neck of the cylindrical vertical part 61, is for example between 400 and 600 mm, for example 500 mm.

[0176] In the remainder of the description, identical reference numbers will be used to denote elements which are identical or similar.

[0177] FIGS. 3A and 3B represent another embodiment of a degasser according to the invention enabling the degassing of the floc by soft impacts of the floc against itself.

[0178] It can be inscribed within a parallelepiped of 1.50 m×1 m×600 mm, for the treatment of sludge supplied continuously at a flow rate of 20 m.sup.3, using commercial pipes and/or sheets of plastic or steel, which is a great advantage.

[0179] Specifically, compared with a simple degassing by venting, or else in comparison with a degasser using mechanical mixing to detach the air from the flocs, an improvement in the flocculation time is obtained, without destroying the flocs, which may reach 20% or even 50% while producing a floc that is more stable than normal.

[0180] Thus, and for example, with a device of the type described with reference to FIG. 3, with a maximum working volume of 64 l (400 mm×400 mm square base), an inlet bend of DN 120 mm and an operation between from 5 to 12 m.sup.3/h (with an air flow rate at 30 Nm.sup.3/h), a better, very consistent and floating floc is obtained, this being obtained much more rapidly than with the prior art. This emerges in particular from table II below, which also specifies the conditions of fountain height of fall H (governing the soft impact).

TABLE-US-00002 TABLE II Working Volume Elevation of the Flow rate (1) and working fountain relative m.sup.3/h residence time (s) to the base (H)  5 58/42 35 to 40  5 58/42 35 to 40  5 58/42 35 to 40 10 60/22 40 to 45 10 60/22 40 to 45 10 60/22 40 to 45 12 62/19 45 to 50 12 62/19 45 to 50 12 62/19 45 to 50

[0181] FIGS. 4 and 4A show, in top view and in cross section along IVA-IVA, an example of a degasser/maturing unit 70 according to another embodiment of the invention, comprising an enclosure E for example of parallelepipedal shape with cut-off corners C, positioned horizontally with respect to the inlet of the sludge flow F, for example of dimensions L×w×H: 300×400×300 for a treatment flow rate of 10.sup.−13 m.sup.3/h, a TS of 8 to 10 g/l and a Veff of 30 liters.

[0182] The Veff: (effective volume) is a volume of sludge/water at the inlet of the demodulator which makes it possible to absorb the energy necessary for the propagation and maturation of the emulsion.

[0183] This volume varies depending on the various sizings.

[0184] It is around, and for example, 30-40 liters.

[0185] The enclosure E comprises an inlet of the flow which opens into a flow chamber 71, which is for example cylindrical, having a cylinder portion 72 open in the bottom part, over the entire length of the chamber (for example 200 mm in the above numerical example) and equipped at its end in the horizontal direction with a partition 73, suitable for decelerating the floc or, when the partition is flexible, for moving inward 39′ under the gentle pressure of the floc F.

[0186] The enclosure comprises, toward the top, a tube T, for discharging air from the degasser, and an outlet orifice S at the other end. The enclosure E may or may not have, for example at ⅔ of its length, an intermediate distributing partition P, enabling the floc to be discharged in the bottom part, through an enlarged slit Z.

[0187] Such a partition either enables direct deceleration of the floc or further increases the homogeneity of the emulsion.

[0188] Represented in FIG. 4B is a variant of the degasser/maturing unit 70′ according to another embodiment of the invention, in the longitudinal direction.

[0189] If in the case of use of a degasser in combination with a flotation unit as described below the internal partition intended to absorb the impact of the mixture may advantageously be made of rubber or another soft material, in the case of use with a belt filter, as additional treatment, use will be made for example of a stiffer partition, for example of more or less convex shape, which may break up the floc produced slightly but not completely, simply reducing the size of the floc and thus making it more compressible.

[0190] More specifically, the variant of FIG. 4B shows an inlet A of the emulsion and of the excess gas to a zone B of the enclosure 70′ filled with sludge X in the bottom part and with gas in the top part.

[0191] Zone B is closed by a partition L that absorbs the energy of the flow, a flexible or hard partition (advantageously which is convex).

[0192] The excess gas is extracted from the gas overhead by venting/a vent D.

[0193] The extraction of the liquid flow underflowed via the partition V is carried out through the zone G which provides a calm laminar flow, at for example less than 1 m/s enabling the porous floc to be put into suspension.

[0194] For 20 to 23 m.sup.3/h of sludge loaded between 10 and 30 g/l and with up to 100 Nm.sup.3/h of air added in order to form the emulsion, the enclosure has for example dimensions of L×w×H=500×200×250, with penetration into the enclosure by the outlet tube of 130 mm and an absorbent partition height of 160 cm.

[0195] Owing to the device according to the embodiment more particularly described with reference to FIG. 2 (but also with reference to FIGS. 8B and 8C below in the case of absence of flocculation) and before degassing, if necessary, liquid sludges are obtained that show an increased dispersion, with each pass through the enclosure 25, which will enable a better accessibility for the anaerobic bacteria when the sludge thus treated ends up in the digester.

[0196] A dispersion of the matter is thus obtained (see photographs from FIGS. 5 and 6) which improves with each pass, in comparison with an absence of pretreatment according to the invention, without flocculation (FIG. 5) or with flocculation (FIG. 6).

[0197] More precisely and with reference to FIG. 5, columns 80, 81, 82 and 83 show the dispersion of the organic material 84 respectively after zero passes, one pass, eight passes and ten passes. It is observed that the material is increasingly dispersed with each pass, which therefore enables a better availability of the bacteria in order to be sent to the digester.

[0198] Similarly, represented in FIG. 6 in columns 85, 86, 87, 88, 89 and 90 is the dispersion of the organic matter 91 in a thickened sludge after a flocculation carried out with no pass (85) through the enclosure 25, after two passes (86); four passes (87), six passes (88), eight passes (89) and ten passes (90).

[0199] Here too, the dispersion is considerably improved as a function of the number of passes, the dispersion however becoming more or less stable after eight passes.

[0200] A destruction of the walls of the bacteria also takes place in a particularly favorable manner (destruction of the membrane walls) (see FIG. 7).

[0201] With no pass (column 92), the bacteria 93 are alive. After one pass (94), the degree of lysis of the bacteria 95 is already greater than 30% (see destruction/rupture of the membranes 96).

[0202] After eight passes (column 97), the degree of destruction (lysis) is greater than or equal to 80%, the size of the aggregates being further reduced, which here too enables a better digestion of the organic matter released by the digester.

[0203] FIGS. 8A to 8C show three other embodiments of a methanization device according to the invention.

[0204] In the device 99 from FIG. 8A the digester 100 is directly supplied from the reactor 101 via a degasser 102 and a maturing unit 103 with introduction of a first flocculant 104 between reactor and degasser, and addition of a second flocculant 105 between degasser and maturing unit, this degasser and this maturing unit being for example of the types described with reference to the preceding FIGS. 2 to 4B.

[0205] The separated water is recovered at 106 after separation/maturation at 103 before injecting the floc at 107 into the digester 100.

[0206] After a digestion time of several days in the digester, the digestate is discharged at 108 and the biogas is recovered at 109.

[0207] With the embodiment of FIG. 8A, and for a 3000 m.sup.3 mesophilic digester (operating temperature: 37.5° C.; pH=7.4; mean residence time: 16.3 days, charge of 2.5 to 3.4 kg of VS (volatile solids) per cubic meter per day and a flow rate of between 160 and 220 cubic meters per day, it is possible for example to provide the dimensions and operating parameters of the reactor 101 corresponding to tables III to VI below.

[0208] These have been observed with a biological sludge, the initial characteristics of which are in particular the following:

[0209] VS volatile solids (% of total solids): 60%

[0210] VFA volatile fatty acid: 185 mg/l

[0211] TAC total alkalinity: 500 mg/l

[0212] AGC/TAC: 0.4

[0213] pH: 6.8

TABLE-US-00003 TABLE III Diameter Length Part Member (in mm) (in mm) 1 Before air injection 65  0.168 After air injection 15 0.10 2 Reactor 300  0.51 — Between 2 and 3 50 0.70 3 Expansion valve 50 0.26

TABLE-US-00004 TABLE IV Parameter Unit Value Reactor pressure Bar 3.5 Air flow rate Nm.sup.3/h 30 Sludge flow rate m.sup.3/h 8 Air/sludge ratio (Nm.sup.3/h)/(m.sup.3/h) 3.8

TABLE-US-00005 TABLE V Total Velocity Residence residence Part Member (m/s) time (s) time (s) 1 Before air 0.7 0.25 0.254 injection After air 24 0.0042 injection 2 Reactor 0.1 7.24 7.24 — Between 2 and 3 2.5 0.28 0.28 3 Expansion valve 2.5 0.10 0.1

TABLE-US-00006 TABLE VI 1 pass 8 passes Outlet A B B Velocity 24 2.5 2.5 (m/s) Residence 0.254 7.874 62.992 time (s)

[0214] The measurements with a Rheomat RM 180 relative viscometer on sludge at 75 g per liter, before (i.e. on the sludge that is flocculated but not treated by the invention) and after (i.e. passed once by the invention after flocculation of the sludge) are:

[0215] 14.6 Pa.Math.s and 5.8 Pa.Math.s

[0216] 19.8 Pa.Math.s and 11.6 Pa.Math.s

[0217] 18.3 Pa.Math.s and 9.2 Pa.Math.s

[0218] 16.5 Pa.Math.s and 7.7 Pa.Math.s

[0219] FIG. 8B shows another embodiment of a device 111 according to the invention.

[0220] Here, this is a more simplified solution for producing a non-flocculated emulsion upstream of the digester, comprising a pump 112 for recirculating the emulsion to a storage tank 113, enabling a given number of passes through the tank, for example 8 (arrows 114).

[0221] Here too, this makes it possible to obtain a very low viscosity (with or without flocculation at 114) of the emulsion produced from a sludge of given characteristics.

[0222] For example, starting from a raw sludge which is thickened (for example by pressing) of 46.2 g per liter, with an initial viscosity of 30.98 Pa.Math.s, it is possible to obtain after a single pass and taking into account the following parameters:

TABLE-US-00007 TABLE VII Air Nm.sup.3/s/ Velocity in sludge m.sup.3/s injector ratio Tank pressure Viscosity 33 m/s 3.75 1.5 bar 22.5 Pa.s 26 m/s 5     4 bar 23.1 Pa.s

[0223] FIG. 8C shows a third embodiment of a device 115 according to the invention, in which the emulsion, not flocculated but obtained from a nonoxynol gas obtained by means of the digestion (dot-and-dash line 116), is intended this time for recirculation to the digester itself (arrows 117).

[0224] In embodiments, degassing (dot-and-dash line 102) and/or maturing (dot-and-dash line 103) are carried out before reinsertion into the digester.

[0225] The treatment of FIGS. 8B and 8C, without flocculant, enables an improvement in the constitution of the sludge which unexpectedly favors an optimized operation of the digester.

[0226] The implementation of the process according to the embodiment of the invention more particularly described here will now be described with reference to FIG. 2.

[0227] The sludge 21 is supplied with a continuous flow rate by pumping at a flow rate Q, for example of 20 m.sup.3/h, through a pipe for example with a diameter DN50, and a length l equal to a few meters. Simultaneously, a large flow rate of air, for example 60 Nm.sup.3/h, is injected continuously into the Venturi 24, which creates the three-phase emulsion, which then enters into the enclosure 25 with suppression. The emulsion then passes through the restriction 29, for example a gate/valve, giving rise to a new pressure/vacuum pressure shock.

[0228] Advantageously, this cycle of injection of air, decompression in the enclosure and restriction is repeated at least N times with N≥2 or N≥7.

[0229] A flocculant, at the necessary treatment content, is then introduced to create the highly aerated floc.

[0230] This rains down into the degasser container 32.

[0231] The soft impact of the floc against itself allows good degassing without damaging the floc, which remains, given the dimensions of the bent tube, the volume V and the flow rates, only for a few seconds (to a few minutes) in the container before being discharged, which leads to excellent maturation.

[0232] The matured floc is then transferred by gravity to the flotation unit/separator 36 in which the floc rises virtually instantaneously to the surface of the unbound water (a few seconds) which leaves a more or less defined flotation line. The very clear unbound water is discharged downward.

[0233] The (viscous) floc is itself discharged via the top by overflow and by gravity entrainment, or by a drum, in order to be additionally pressed, then discharged at 46 by gravity by pumping into the digester 47.

[0234] The digestion operations, which are known per se, are then carried out for several days, for example 15 or 16 days in the digester.

[0235] The complex organic matter, the biodegradability of which has been considerably improved by the upstream treatment described above, is then hydrolyzed by means of hydrolytic bacteria, which converts it into simple organic matter.

[0236] Acidogenesis reactions are then carried out by means of acidogenic bacteria, converting the simple matter into organic acid and alcohol, which are in turn attacked by acetogenic bacteria to give, in a known manner, acetates, hydrogen and CO.sub.2.

[0237] The next step is that of methanogenesis leading, in particular by means of homoacetogenic bacteria, to the formation of methane, carbon dioxide (the two forming, with the residual hydrogen, biogas) and water.

[0238] In the embodiment more particularly described and with a biological sludge having average characteristics as specified above, (see the description of tables III to VII) an improvement is obtained, all other things being equal, of the order of 10% or even more, in methane production.

[0239] Needless to say, and as also emerges from the foregoing, the present invention is not limited to the embodiments more particularly described. On the contrary, it encompasses all the variants and in particular those in which the whole device is mobile, for example by being mounted on a truck trailer, given its very great compactness. This allows it to be transported from one site to another as required.