Biological Waste Treatment Plant

Technical field

The present invention relates to a biological waste treatment plant

Background of the Prior Art

An enormous amount of organic waste is produced daily, by the human food chain, in

agriculture and by the agro-industrial sector. This organic waste accounts for a large part

of solid urban waste, it is one of the main components of sewage and constitutes the residue

of the agro-industry and other industries.

The problem is how to treat this wast, so as to prevent its entering the sewerage, and to

reutilize it.

Aerobic decomposition by means of micro-organism (composting) is undoubtedly a very

efficient and economic technique. The biological treatment plants currently known

generally operate by feeding the organic matter, either continuously or discontinuously,

into treatment tanks of various shapes, where it is stirred by mechanical means, so as to

achieve a state of homogenization, and moved forward, so as to make room for the

inflowing waste matter; furthemore, the treated matter is kept well aerated, so as to ensure

that the micro-organism which perform the biological process, are kept well supplied with

the necessary amount of oxygen.

Various waste treatment plants are known which operate according to the above

mentioned technique, however, they all feature drawbacks which limit their efficiency.

For instance, Swedish patent 7306001-4, deposited on 27-4-1974 by Johnson Construction

Company AB, provides for a treatment tank with a sloping base, above which are

suspended one or more sets of screw propellers, pivoted around a horizontal axis attached

to a roller bridge, which are dipped inside the mass and move across the entire length of

the treatment tank, from the inflow wall to the outflow wall, thus mixing and pushing the

mass forward to make space for new waste matter. When the screw propellers reach the outflow

wall they are turned around their hinges, pulled out of the mass and then moved back to

the inflow wall, where they are once again dipped into the mass and begin a new cycle. The

air for the micro-organisms performing the biological process is pumped through the screw

propellers themselves, which are hollow inside. This kind of system features various serious

drawbacks, such as a loss of about 50% of the working time for the idle return of the screw

propellers across the treatment tank after each process cycle, the non-uniform progress of

the mass from the inflow side of the treatment tank to the outflow, due to the necessary extraction and re-immersion of the screw propellers inside the mass, and the prerequisite

of a treatment tank with a heavily sloping base, to help the mass in its progress, since

otherwise it would exercise too strong a resistence against the screw propellers,

jeopardising the correct operation of the system's mechanical parts. This loss of time

translates into a reduction of the treating capacity, while the non-uniform progress of the

mass, as well as the variation, in the order of 50%, of the time required by the waste matter

to achieve a sufficient degree of maturation, may completely alter the outcome, which is

measured as the degree of maturation and is closely linked to the time spent in the

treatment tank by the totality of particles composing the mass, and other parameters, such

as mixing and aeration.

Italian patent 23342 of 18-10-1983, deposited by Secit SpA, provides for a technique similar

to the one described in the Swedish patent,

whereby the screw propellers advance in the same direction as the mass, while in this case the screw propellers are removed from the mass by means of traslation along their axis,

perpendicularly to the base of the tank, and the aeration of the mass takes place through

protected pipes laid on the bottom of the treatment tank.

With the exception of the non-uniform advance of the mass, which defect is remedied by

the extraction and re-immersion of the screw propellers, which translate along their axes,

no remedy is found for the other drawbacks of the Swedish patent, on the contrary, to

these one must add the further disadvantage of having to provide for a building large

enough to house the entire plant, which is quite tall, so as to enable the lifting of the screw

propellers.

Since all plants of this kind must be adequately sealed from the outside, for obvious reasons

of environmental impact, a higher building, besides entailing higher construction costs, also

requires higher operating costs, due to the larger amounts of air to be circulated within the

building and then deodorized, since the number of change of air per hour must remain

equal.

Italian patent of 7-8-1987 in the name of Sorain Cecchini SpA describes a technique

whereby the organic matter is contained inside a preferably sloped treatment tank and one

or more sets of slanted screw propellers, suspended from a sliding bridge parallel to the

tank base, stir and move the mass, not by pushing it but by pulling it toward the outflow, in

order to reduce the stress exercised by the mass on the screw propellers.

In this case, the screw propellers move in an opposite direction compared to the mass, but

this plant too features the drawback of their idle return run, as well as the overturning of

the screw propellers at the end of the cycle and their re-immersion into the mass, thus

featuring the same drawbacks as the previous invention.

Disclosure of invention

The present invention relates to a biological waste treatment plant aimed to remedy the

drawbacks affecting the above mentioned inventions and to allow economies, with regard

to both the initial investment and operating costs.

The main objects of the present invention are: to eliminate of the dead time due to the idle return of the screw propellers;

to use horizontal treatment tanks and industrial pavings, without having to incorporate

any channels of pipes;

to guarantee a regular and uniform progress of the treated mass, thanks to the use of a

simple and easily adjustable system; to ensure the continuous and proportioned outflow of the mass from the tank, without the

need of any effluent clearing pockets; to guarantee the self-cleaning of the screw propellers, with the continuous elimination,

while operating, of the threads and rags which inevitably get wrapped round the screws;

to maintain a constant height of the mass in the tank, so as to compensate the reduction of

volume due to evaporation and to other chemical processes, by adopting simple measures;

to continuously remove of the dense and hardened layers of matter, which may accumulate

on the bottom of the tank, if they are not stirred by the screw propellers for a long time;

to ensure the forced aeration of the organic mass, so as to minimize condensation inside the building housing the biological treatment tank;

to recover the heat produced by the biological processing cycle and use it to heat the

ventilated air circulating inside the building, in the colder and damper season, thus

reducing humidity, with considerable benefits from the point of view of the enviromental imact.

The present invention is based on the principle that the waste matter to be treated is stirred

and moved exactly as if it were done manually, thus creating a close succession of heaps, by

means of mechanical tools such as screw propellers.

Accordmg to the present invention, the treatment tank is a horizontal rectangular tank into

which the organic solid waste is fed, either continuously or discontinuously, along one of

the longer walls, by means of conveyor belts or any other mechanical means, the processed

matter outflowing on the opposite side.

According to the preferred embodiment of this invention, above the tank there is a bridge

with a trolley to which two screw propellers are attached, in a slightly slanted position,

with the tips pointing towards the inflowing side. The screw propellers are lowered into the

mass near the inflowing side of the treatment tank and are then moved longitudinally

across the entire length of the tank by the bridge. Due to their inclination, the screw

propellers plough through the mass forming longitudinal furrows and expelling from the

treatment tank a volume of waste matter equal to the volume of the furrow.

According to this technique, the waste matter is cut longitudinally, thus separating a first

heap, which then flows out over the tank wall. After this first furrow has been made and

reached the treatment tank wall, the set of screw propellers remains inside the waste

matter and moves along the bridge to the inflowing wall, where it starts ploughing a new

furrow, thus making another heap, and so on, through a succession of furrows, until it

reaches the inflowing of the tank, where the screw propellers engage the fresh organic

matter and create the empty space for the inflowing waste matter. At this point the set of

screw propellers, having completed the cycle, usually at the end of the day, returns to the

starting point, where it remains immersed inside the matter, although it is possible to

remove it, if necessary, since it is attached to the bridge by means of a hinge.

The succession of heaps ensures the regular advance of the waste matter at each passing of

the screw propellers; at the same time the heaps are very close the one to the other,

separated only by a superficial furrow, thus achieving a high degree of optimization of the

treatment tank volume.

By gauging the pitch of the furrows, by means of a computer and relative programme, it is

possible to maintain the mass at a constant level, since it would otherwise diminish, due to

the effects of evaporation and other chemical reactions, while the slanting of the screw

propellers ensure the advance of the mass at the desired speed, thus making sure that it

remains inside the treatment tank for a suitable period of time.

By means of the computer and suitable programme, and of the slanted screw propellers, it

is possible to ensure the cyclic,thus furrowing of the entire mass, right down to the lowest layers preventing the matter from stagnating, since after a while it would become hard and

impermeable to air.

According to the present invention, blades are attached to the upper part of the screw

propeller stems so that, by the contrast with other fixed blades it is possible to cut any

threads and rags contained in the mass and which may wrap around the revolving parts,

eventually reaching the upper part of the screw propellers, thus avoiding any laborious

manual cleaning operations, which would require the stopping of the plant.

Furthermore, since the set of screw propellers, when forming the first furrow, would

determine the outflow from tank of the entire equivalent of a daily cycle, in a relatively

short period of time, thus requiring a large pocket to receive it before the subsequent

treatments, accordmg to the present invention, the outflowing side of the tank is provided

with a platform, along its entire length, where on the waste matter is temporarily held

while an extractor-batcher on the edge of the bridge gradually removes and batches the

treated waste matter throughout the forward and backward movement of the bridge, while

the furrowing takes place inside the treatment tank. This results in a regular and easily

adjustable outflow, capable of directly supplying the following mechanism without the need of any pockets.

Further advantages may be obtained, with regard not only to the biological process, but

also to the enviromental impact, by means of a special forced aeration system from the

bottom of the treatment tank and the recovery of the heat generated by the biological

process, thus enabling the pre-heating of the air for circulation inside the building, as well as the considerable reduction of the quantity of air, with enormous benefits for the

subsequent deodorization of the surroundings.

Brief description of the drawings

In order to explain the invention in question more clearly, a more detailed structural and

functional description of the preferred embodiment will now be given, with reference to the

accompanying drawings, in which:

Figure 1 shows a cross section of the treatment tank;

Figure 2 shows the plan of the tank;

Figure 3 shows a preferred angle of the screw propellers;

Figure 4 shows the thread cutting device;

Figure 5 shows two embodiments of the extracting device;

Figure 6 shows the aeration system;

Figure 7 shows a cross-section of the tank and of the building housing it.

Detailed description of the preferred embodiment

Referring to the figures, and in particular to figure 1, the organic mass (2) is fed into the

treatment tank (1), preferably in a continuous manner, by means of a conveyor belt (3), or

similar device. Above the tank (1) is a bridge (5) along which runs a trolley (6), to which is

attached a set of one or more screw propellers (7), characterized in that they (i) rotate

around their own axes and move from one end of the tank (1) to the opposite end, carried

by the bridge (5); (ii) move along the bridge (5) across the tank (1), from one end to the opposite end; (iii) may be overturned by rotating around their rotation axis (8), thus

enabling their extraction from the organic mass, if necessary.

Figure 2 shows a plan of the tank with the direction of movement of the screw propellers,

from the starting point (9) up to the end point (10), according to a fret-like movement, indicated with a dotted line. At the end of the movement from the ehd point (10) to the

starting point (9), the screw propellers are preferably extracted from the organic mass (2)

by rotating them around their axis (8), and this operation, as previously mentioned, occurs

at the end of the processing cycle, which normally lasts one day, since, according to the

preferred embodiment, the organic mass is mixed once a day. The overturning of the screw

propellers (7) is useful mainly to enable the bridge (5) to move away from the treatment

tank (1), for the purpose of maintenance, or to be moved over another tank, since the same

The preferred embodiment comprises two screw propellers (7), placed alongside one other, longitudinally, one of which traces yhe furrow while the other one finishes the work. The

entire run of the screw propellers is active and their fret-like movement is guided by a computer, whose programme provides for a number of different cycles, which differ for

small variations of the fret-like movement, so that the bottom end of the screw propellers

trace ever changing furrows, compared to the previous cycle, to make sure that the organic

mass is ploughed through its entire height.

Figure 3 shows the preferred embodiment with regard to the operating position of the

screw propellers (7) which, although they both skim over the bottom of the tank, have a

split end section to guarantee a more effective ploughing of the lowest layers of the organic mass.

As previously mentioned, the system is also provided with a device for cutting the threads

and rags, shown in figure 4, which may get wrapped around the screw propellers and

which inevitably tend to move upwards.

The blades (11) attached to the stem of the screw propellers cut the threads and rags

wrapping around the screw stems during the rotation, and which would otherwise require

the machine to be stopped, thanks to the counter-blades attached to the screw trolley (6).

Figure 5 shows two different embodiments of the organic waste matter extracting and

batching device.

The first device comprises a circular mill (13) carried by a telescopic arm (14), while the

second comprises a screw feeder (15) supported on a telescopic arm (16).

Both these devices move integrally with the bridge (5) and briefly penetrate the organic

waste matter to be extacted each time the bridge reaches one end of the tank to change its

direction, in this manner, while the screw propellers (7) furrow through the organic mass

(2) inside the tank (1), the extraction and batching device completes the outflowing

operation, thus ensuring the removal a sufficient amount of the mass such as to make space

for the inflowing matter, when the screw propellers run the first leg of a new processing

cycle.

It is well known that the organic mass must be adequately aerated, so as to supply oxigen to

the micro-organisms performing the biological process.

According to the present invention, the forced aeration system shown in figure 6 is

achieved by blowing the air into the organic waste matter from the bottom of the tank. To

this purpose, the bottom of the tank is symbolically divided, lengthwise, into a certain

number of zones (2/6), according to the width of the tank; the zones correspond to various

phases of the biological process on trasformation of the organic mass, along entire length of

the tank, and requiring different amounts of air for each phase. Each of the zones is served

by a specific set of pipes (18), laid on the bottom of the tank and perforated so as to allow

the air to pass through.

Item (17) is one of the manifolds, located outside the tank, from which the pipes (18)

serving a specific zone of the tank originate. Item (19) indicates the protection covering the

perforated section of the pipes (18), to prevent any infiltration by the mass, which could

block the pipes. Each manifold is directly connected to a fan (23), capable of blowing or

sucking air into or from the bottom of the tank. When the air is sucked, since it is quite warm (40-55°), it is first made to pass through a set of heat exchangers (22), which transfer the heat to the fresh air before this is used for ventilating the building housing the tank.

This arrangement is very important in those areas affected by a cold and humid climate, or

in the wet season, since the preliminary heating of the air, by enhancing its water vapour

carrying capacity, considerably reduces condensation, while at the same time reducing the

amount of air required for ventilating the building. This is an enormous advantage, from

the point of view of the environmental impact, because the air which passes through the building is charged with the smell and needs to be deodorized before being expelled into

the atmosphere; however, since the deodorizing process cannot be 100% effective, the atmosphere; lesser the amount of air requiring treatment, the lesser its polluting effect.

Figure 7 shows a cross-section of the treatment tank and of the building housing it, showing

the cross-section of the pipes for the forced aeration of the organic mass. It shows the pipes

(18) with the perforated sections lying on the bottom of the tank, the protection (19)

^• covering the perforated sections of the pipes, the conduit (20) connected to each pipe (18),

for collecting the condensation, and the layer of permeable material (21) placed over both

the pipes (18) and the protections (19), to prevent any contact with the organic mass.

The plant for the biological treatment of organic waste matter according to the present

invention, has been described and illustrated by way of example only and the preferred

embodiment may be modified, according to any practical and technical requirements

falling within the inventive scope of the present invention.