EP1337476A1

EP1337476A1 - Method for separating gas, water and biomass and three-phase separating system

Info

Publication number: EP1337476A1
Application number: EP01993587A
Authority: EP
Inventors: Martin Brockmann; Angelika Kraft; Peter Datschewski; Ferdinand Klegraf
Original assignee: VA Tech Wabag Deutschland GmbH
Current assignee: BROCKMANN, MARTIN
Priority date: 2000-11-08
Filing date: 2001-11-02
Publication date: 2003-08-27
Also published as: CN1240628C; WO2002038509A1; AU2002215997A1; CN1473136A; EP1205442A1

Abstract

The invention relates to a method for separating gas, water and biomass in a sludge bed reactor (1) for anaerobically purifying waste water by fermenting organic substances contained in the waste water by means of a fluidisable biomass containing agglomerates. According to the invention, a three-phase separation system associated with a sludge bed retains one part of the biomass in the system, biogas is diverted, treated waste water is separately removed from the reactor, and at least one fluid cylinder is created. The invention also relates to a corresponding three-phase separation system. The rotational speed of the fluid cylinder is controlled according to need. As a result, it is possible to ensure a sufficient separation of biogas and agglomerates in case of differing changes and to improve drainage quality.

Description

Gas separation process. Water and biomass and three-phase separation system

The invention relates to a method for separating gas, water and biomass in a sludge bed reactor according to the preamble of claim 1 and a three-phase separation system according to the preamble of claim 6. In anaerobic wastewater treatment, organic wastewater constituents are cleaned by agglomerated and fluidizable microorganisms. The agglomerates of the biomass form - in the non-fluidized state - a sludge bed in the bottom area of the reactor, into which the waste water to be treated is mixed. A three-phase separation system is used to hold biomass in the process above the sludge bed and to treat treated wastewater and the biogas formed during fermentation separately from the process. In an anaerobic cleaning process, the organic wastewater constituents are broken down by fermentation insofar as they are accessible to this process. This produces biogas, which depends on the concentration and load of the organic wastewater constituents in terms of its quantity and the time it accrues. There are three phases in the reactor:

1. liquid, namely the wastewater to be treated,

2. solids, namely the biomass present as agglomerated sludge and also particles introduced with the feed, and 3. gas, namely the degradation product biogas, which is a mixture mainly of methane and carbon dioxide.

Anaerobic cleaning processes are advantageously carried out in sludge bed reactors, so-called UASB reactors (Upflow Anaerobic Sludge Blanket). The waste water is mixed in such a reactor in the bottom area of the sludge bed. A UASB reactor is known for example from EP 244 029 B1 or EP 808 805 A1. The invention also relates to this type of reactor. The biomass is usually present in a sludge bed reactor in the form of a mixture which is composed of spherical or ellipsoidal agglomerates of microorganisms and also of fluffy fine sludge, the diameters of the agglomerates being around 1-5 mm. In addition to the microorganisms, too Precipitation products contribute to the formation of the agglomerates.

The density of the agglomerates is greater than that of the water, which is why a sedimentation bed forms in the bottom area of the reactor. The biogas produced when organic wastewater constituents are broken down forms bubbles that form in the Move the mud bed upwards. The bubbles initially adhere to the agglomerates until they become detached from them due to shear stresses and / or a sufficient size. The ascent rate of the bubbles is determined by their size, which are also determined by the pressure conditions in the bottom area of the reactor. Overall, the bubble ascent rate is so high that the biomass is fluidized and a floating bed can form. This floating bed has a relatively lower proportion of biomass than a sludge bed and thus occupies a larger volume than this.

A certain amount of biogas can be generated from the added cargo of organic waste water constituents. Depending on the amount of biogas, a certain part of the sludge bed is fluidized by the rising gas bubbles and is present as a floating bed, with a portion of the agglomerates also being inflated by adhering gas bubbles.

Sludge bed reactors contain three-phase separation systems with which biogas, treated wastewater and biomass can be separated. Three-phase separation systems can be designed differently depending on the weighting of the different tasks. The biogas can either be contained in gas hoods or diverted to the reactor head through baffles. This ideally ensures that no gas bubbles and no gas-laden sludge get into the area of the gutters. The essential task of all three-phase separation systems is to achieve the separation of the phases as completely as possible.

The difficulty with good three-phase separation is in particular to separate the agglomerates from the attached gas bubbles. Specifically heavier agglomerates can be balanced by the adherence of specifically lighter agglomerates so that the agglomerate containing gas, which does not experience any upward or downward forces in the surrounding water, is carried freely floating by the currents in the water. Such a gas-laden agglomerate can now flow with the flowing waste water around the gas-repellent baffles into the area of the drain channels and be discharged with the drain. This downforce cannot be specifically avoided by the previous separators. The abrasion of biomass should be avoided because, on the one hand, active biomass drags off and, on the other hand, the subsequent treatment stages are unnecessarily burdened by the abrasive solids.

Attempts have often been made to further reduce the flow velocity of the water flowing off, in order in this way also under the unfavorable conditions described to bring about a settling process. Parallel plate systems were used in many cases, which enable very calm flow control, but here too there was no long-term success.

Another approach, such as in EP 808 805 A1, provides that roll flows, so-called liquid rolls, are formed in the flow. The flow receives its energy from the rising biogas. The fluidizing effect of the biogas on the sludge bed is well known, as described above. The agglomerates are mainly fluidized by the water, which in turn is accelerated by the rising gas bubbles. However, the separation of the solids provided there has proven to be insufficient. The three-phase mixture of water, agglomerates and biogas, due to the design of the three-phase separation system, forms more or less stable roller flows in the water-carrying part of the reactor. The driving force of a roll flow is essentially the rising biogas. A common characteristic of these rollers is a horizontally aligned axis of rotation.

However, there are various loading conditions of an anaerobic reactor in which a higher proportion of the gas-containing agglomerates described above are formed. These are conditions in which the concentration of organic waste water constituents in the reactor is comparatively low. As a result, the production of biogas is slowed down or takes place to a reduced extent. Smaller gas bubbles are the result, which increasingly adhere to the surface of the agglomerates separating them and lead to the problems described above.

However, the gas separation can only take place with high efficiency if the average rotational speed of the roller reaches a certain minimum speed. Since the roller is driven by the ascent of the released biogas bubbles, there is a direct link to the current load and degradation situation. In principle, the current roller speed can then be assigned to three areas: 1. too slow with low biogas production, 2. in the correct area with biogas production in the design area, 3. too fast with too high biogas production. A roller speed that is too high can lead to excessive shear stresses on the agglomerates. Then not only the adhering gas is separated, sometimes the agglomerates themselves are affected in such a way that they partially or completely break. Overall, development can be initiated through shear stresses of this type are disadvantaged, the larger, spherical agglomerates and small-volume, flaky agglomerates preferred.

Wastewater, especially industrial wastewater, is characterized by changes in composition over time. In the industrial sector, the compositions are characterized by daily and weekly working hours, cleaning intervals and campaign operations. Even a medium-term load in the design area is characterized by hourly or daily under- or overloading.

The process technology known hitherto can only react inadequately to such fluctuations in load, which are subsequently characterized by fluctuations in gas production. For example, the recirculation can be increased in order to increase the inflow speed when the hydraulic load is low.

It is an object of the present invention to provide a method and a corresponding three-phase separation system, where there is sufficient separation of biogas and agglomerates even under different loads and thus an improved process quality is achieved.

This object is achieved according to the invention by a method according to claim 1 or by a three-phase separation system according to claim 6.

In particular in connection with the separator according to the invention, the rotation speed of the liquid roller can be influenced in a targeted manner using the method according to the invention, so that the rotation speed increases with low gas production and the rotation speed decreases with high gas production. The liquid roller prevents a gas siphoning effect from forming over the stack of plates.

If the gas production is low and the rotation speed is too low, according to one embodiment variant of the invention, gas, in particular biogas, can be passed into a gas bubble arranged to the side of the plate stack. There it rises and accelerates the liquid roller lying horizontally above it.

A flow wedge arranged on the underside of the lower plate acts as a stall edge and stabilizes the horizontal liquid roller in such a way that all plates are better used hydraulically.

The direction of rotation of the liquid roller is stabilized by the combination of gas introduction and flow separation edge and does not change even under different load conditions. Of course, with constant conditions in the sludge Bed reactor can be dispensed with a control of the speed of rotation of the liquid roller, and therefore the desired effect can be achieved solely by means of plate stack and flow separation edge without introducing gas.

The introduced biogas either comes from the reactor head and is conveyed by a corresponding pump, it can come from separate containers or storage containers, e.g. Nitrogen can be used if sufficient biogas is not yet available. Finally, formed biogas is collected under the gas hood in the lower part of the three-phase separation system. This can either be discharged directly into the reactor head, or it can be directed into the gas bubbler via the corresponding position of the valves. When the gas is bubbled in, the roller speed is accelerated in the manner described above.

However, if the biogas formed is discharged directly from the gas hood into the reactor head, less biogas is available overall and drive energy is withdrawn from the liquid roller, and the rotational speed is reduced. If the rotational speed is reduced, the shear stresses and thus the forces acting on the agglomerates are reduced.

With the three-phase separation system according to the invention, the retention of the biomass is achieved under various load conditions. For this purpose, for example, a portion of the biogas formed is selectively drawn off or added at significant points in the separator. The remaining biogas rises freely to the water surface outside the separator (s) and collects in the area of the reactor head. Further designs of the three-phase separation system can be found in the dependent claims.

The invention is described by way of example with reference to the schematic FIGS. 1 to 3. Fig. 1 shows a side view of a three-phase separation system, in the following briefly separator.

Fig. 2 shows the separator from Fig. 1 with vertical internals above the plate stack.

FIG. 3 shows the separator from FIG. 2 with further flow directing devices above the plate stacks.

The separator is arranged in a closed reactor 1 and essentially consists of a gas hood 2, plate stacks 3, separator plates 4 and channels 5. Above the gas hood 2 there are two plate stacks 3 each consisting of three Plates 6, 7, 8 arranged so that the liquid rising next to the gas hood 2 hits the bottom plate 6, rises along it and is deflected at the upper edge thereof and flows downwards along the plates 6, 7, 8 and the gas hood 2 , The separator plates 4 are arranged such that their upper end protrudes above the water level 9 of the sludge bed reactor 1.

A flow wedge 10 is arranged on the lower plate 6 and works as a tear-off edge and thus brings about better hydraulic utilization of the plate stack 3.

The separator plates 4 arranged between the two plate stacks 3 form a flow-free, wedge-shaped separating space which is open at the bottom and into which the water enters from below. The grooves 5 on the water surface are arranged so that the cleaned water collects and can be drained off. In order to separate the flows in the separation space, a partition 20 can be provided.

The biogas produced in the reactor 1 is partly collected in the gas hood 2, the water level 21 in the gas hood being adjusted in accordance with the amount of gas. The biogas is withdrawn via line 12 and can either be passed via line 18, valve 16 and line 17 through outlet 11 into the reactor head, the amount of gas withdrawn being adjustable. On the other hand, the biogas can be introduced specifically via line 18, valve 15, line 19 and finally line 13 (gas bubbling) to increase the speed of rotation of the liquid roller, the amount of gas supplied also being adjustable. On the other hand, if there is not enough biogas available, the liquid roller can be supplied with gas from another source via valve 14 and line 19.

At least one device 24 for discharging the generated biogas is provided in the reactor head. Except for the lines, the separator is made up of straight elements that extend normally to the drawing plane. Several lines 13 are arranged normal to the plane of the drawing, so that their gas outlets lie on straight lines and allow gas to be supplied in a line. The outlets of the line 13 are close to the reactor wall 1. According to the invention, one or more separators can be arranged on the water surface and parallel to it. The invention makes use of the fact that agglomerates and adhering gas bubbles can be separated from one another in a highly turbulent flow due to their difference in density and the different accelerating forces acting on them.

According to the invention, the highly turbulent zone and the sharp-edged deflection are achieved by the constructive arrangement of a stack of parallel plates and the tear-off edge on the lower plate, which must be traversed by the three-phase flow before it enters a calm outlet zone. It is essential that the stack of plates is only used for flow guidance, the flow through the stack is from top to bottom. A certain proportion of the emerging flow reaches the calmed down outlet zone. Part of the flow is led upwards again around the plate stack on a circular path and for the most part plunges back into the plate stack. The plate stack has no function with regard to possible sedimentation.

The separator according to the invention is designed such that a roller is developed and stabilized next to or above the stack of plates. The construction of the roller can be supported by further installations which are structurally assigned to the plate stack. An installation of structural components not according to the invention can interfere with the formation of the rollers and under certain circumstances even prevent them.

Fig. 2 shows, starting from Fig. 1 above the plate stack 3, aligned with the upper edge of the outer or lower plate 6, a further vertically arranged flat plate 22, which has the function of stabilizing the core of the roller.

FIG. 3 shows, starting from FIG. 2, a further flow-directing device 23 above the plate stack 3, which is triangular in cross-section and has the function of supplying rising gas bubbles and outflowing water to the roller in the direction of its rotation. The installation of further baffles and gas hoods, as described in EP 0 808 805 A1, can also support the method according to the invention in combination with the separator according to the invention.

In the combination of separators according to the invention and the method according to the invention, a technique is available which allows a targeted control of the sensitive process of three-phase separation. The flow to the separator is no longer solely dependent on the load situation in the reactor and the current degradation behavior. With the measures of the gas supply and gas discharge, the three-phase separation necessary shear stresses can be set in the optimal range.

Claims

1. Process for the separation of gas, water and biomass in a sludge bed reactor (1) for the anaerobic purification of waste water by fermentation of organic waste water constituents by means of a fluidizable biomass containing agglomerates, whereby on the one hand biomass is retained in the system by means of a three-phase separation system, and biogas derived and treating treated wastewater separately from the reactor and producing at least one liquid roller, characterized in that the speed of rotation of the liquid roller is controlled as required.

2. The method according to claim 1, characterized in that the rotational speed is increased by introducing gas (13) in the flow direction of the liquid roller.

3. The method according to claim 1 or 2, characterized in that the rotational speed is increased by introducing biogas (13) collected with the three-phase separation system.

4. The method according to any one of claims 1, 2 or 3, characterized in that the rotational speed is reduced by withdrawing biogas below the liquid roller.

5. The method according to any one of claims 1 to 4, characterized in that the flow of the liquid roller is guided around a plate stack and is detached from the plate stack for better hydraulic use of the plate stack.

6. Three-phase separation system for separating gas, water and biomass in a sludge bed reactor (1) for the anaerobic purification of waste water by fermentation of organic waste water constituents by means of a fluidizable biomass containing agglomerates, at least one gas hood (2) for collecting biogas, at least one device ( 5) to collect the running water and at least one plate tenstapel (3) consisting of parallel and spaced from each other and inclined relative to the vertical straight plates (6, 7, 8) is provided for producing at least one liquid roller, characterized in that a device (13) is provided for controlling the speed of rotation of the liquid roller is.

7. Three-phase separation system according to claim 6, characterized in that in the region of the plate stack (3), in particular to the side of the plate stack, a device (13) for the controlled introduction of gas is arranged so that gas can be introduced in the flow direction of the liquid roller.

8. Three-phase separation system according to claim 7, characterized in that at the level of the edge of the bottom plate (6) of the plate stack (3), parallel to this, but at a distance from the edge, gas can be introduced in a line.

9. Three-phase separation system according to claim 6, 7 or 8, characterized in that a line device (11, 12, 16, 17, 18) is provided with which the biogas collected in the gas hood (2) arranged below the plate stack (3) can be regulated can be withdrawn from the gas hood.

10. Three-phase separation system according to claim 9, characterized in that the line device (11, 12, 16, 17, 18) is connected to the device (13) for introducing gas.

11. Three-phase separation system according to one of claims 6 to 10, characterized in that for better hydraulic use of the plate stack (3) on the lower plate (6), in particular at its upper end, a flow separation edge (10) is provided.

12. Three-phase separation system according to one of claims 6 to 11, characterized in that symmetrical with respect to the vertical plane of symmetry of the gas hood (2) Two plate stacks (3) are arranged above the gas hood and a flat separator plate (4) is arranged next to the uppermost plate (8) of each plate stack, so that a wedge-shaped, downwardly open separation space is formed above the gas hood.

13.Three-phase separation system according to one of claims 6 to 12, characterized in that structural elements (22, 23) are arranged laterally next to and / or above the plate stack (3) for improved flow guidance of the liquid roller.

14. Arrangement for the separation of gas, water and biomass in a sludge bed reactor (1), characterized in that a plurality of three-phase separation systems according to one of claims 6 to 13 are arranged next to one another, in particular parallel to one another.