Technical field
[0001] The technical solution relates to a device for protection of pumps in communal wastewater
pumping stations, those from industry, agriculture, rain water or drinking and raw
water.
Background art
[0002] At present bar screen baskets and manually or mechanically scraped bar screens or
sieves are used for capturing solid particles in wastewater pumping stations. Accordingly,
current technologies require frequent human intervention into the process. However,
long-term and comprehensive experiences in operating such pumping stations show that
said devices suffer from significant drawbacks. Necessary handling of caught solid
particles (rakings) that have to be removed from the pumping station and transported
to a waste dump or to a wastewater treatment plant is a disadvantage of baskets, bar
screens and sieves.
[0003] There are also cases when no devices for separating those particles are installed
into pumping stations. In those cases pumps having greater throughput rate and comprising
crushing devices are chosen.
[0004] When chosing a pump enjoying a greater throughput rate, pumping over greater solid
particles anticipated in wastewater is provided, however, it is a common practice
that greater solid particles in wastewater tend to clump. If a pump sucks such a cluster
having dimensions greater than a maximum possible throughput of an impeller of the
respective pump the pump blocks. Such situations occur in practice quite often.
[0005] On the other hand, pumps comprising a crushing device often suffer from rapid abrasion
of crushing devices resulting in their non-functioning. Consequently, the pumps are
blocked and damaged, which require physical cleaning of pumps or their maintenance.
[0006] In these cases operation services of pumping stations are financially demanding due
to frequent dispatch of maintenance workers to pumping stations. Handling the rakings
and pump cleaining often result in contamination of surroundings of a pumping station
by wastewater.
[0007] Document
US 5 954 484 A discloses a sewage lifting station having at least two solid waste collection chambers
for receiving pumped solid waste-contaminated sewage. The station has a collection
tank for receiving pre-treated waste water flowing from the solid waste collection
chambers via connection pipes. Each solid waste collection chamber is connected to
a pump to empty the collection tank via one of the connection pipes and solid waste
collection chambers to pump the current of sewage into a pressure pipeline.
Summary of the technical solution
[0008] The aforementioned drawbacks are removed by the device for protection of wastewater
pumps for wet accumulation chambers according to the present technical solution, in
which according to the first embodiment a device for protection of wastewater pumps
according to claim 1 is provided.
[0009] Waste water containing solid particles flowing through an inlet pipe into a wet accumulation
chamber is directed to the separation chamber through a supply pipe. It further flows
from the separation chamber through the solid particles separator via the biderictional
pipe and through a pump into the wet accumulation chamber. The solid particles separator
captures solid particles and thereby they accumulate in the separation chamber. Particles
having higher dimensional weight (sand, gravel) than a pumped medium accumulate at
the bottom of the separation chamber due to sedimentation and they do not pass further
onto a pump impeller. After starting the pump pressurised water is pumped back from
the wet accumulation chamber through the bidirectional pipe, solid particles separator
and through the separation chamber into the discharge pipe and further to a sewerage
network. Simultaneously, the separator is washed by reverse pumping of wastewater.
A reversing valve precludes reverse flow of wastewater into the supply pipe.
[0010] A solid particle is understood to be a solid particle having dimensions exceeding
a throughput rate of a pump impeller installed in a pumping station or a particle
capable of causing abrasion of blades of the pump impeller. Sand, gravel as well as
fabrics, hygienic tissues, foils of various types, clusters of various materials and
the likes can form the solid particle.
[0011] Preferably, the separation chamber is shaped as a cylinder that may be arranged either
vertically or horizontally. The separation chamber comprises an upper part, bottom
and side wall/walls. The separation chamber further comprises openings for respective
pipes.
[0012] A bidirectional pipe and a discharge pipe are attached in a lower part of the separation
chamber so that their orifices are situated opposite each other across the separation
chamber. The lower part of the separation chamber is meant to be a space immediately
above the bottom of the separation chamber. Such arrangement results in that solid
particles pumped together with wastewater accumulated at the bottom of the separation
chamber are discharged from the separation chamber into the discharge pipe and transported
further to the sewerage network or to the wastewater treatment plant. That results
in self-cleaning of the separation chamber from separated solid particles.
[0013] Preferably, the supply pipe is situated so that it opens into the separation chamber
on its top. The reversing valve may consist of for example a seat and a float ball.
During pumping water pressure presses the float ball into the seat preventing backflow
of wastewater.
[0014] Preferably, the discharge pipe directs from a side wall of the chamber first obliquely
upward at an angle of 30° to 70° with respect to the bottom of the separation chamber,
more preferably at an angle of 50° and then it is curved so that it is directed perpendicularly
upward. It is an advantage of said embodiment that the pipe does not include a right
angle and solid particles are discharged through the discharge pipe without any problems
by water pressure.
[0015] According to the invention the bidirectional pipe is branched. One branch opens through
a side wall into the lower part of the separation chamber, like in the previous case,
and the other branch opens through the side wall into the upper part of the separation
chamber. The upper part of the separation chamber is understood as a space of the
separation chamber below the reversing valve. Both branches are attached to the separation
chamber through an individual solid particles separator. Branching of the bidirectional
pipe into two height levels results in enhancement of hydraulic characteristics in
the separation chamber. After the pump is switched on, pressurised flow is partially
directed through one branch of the bidirectional pipe to the upper part of the separation
chamber and a part of the pressurised flow is directed through another branch of the
bidirectional pipe to the lower part of the separation chamber. This results in mixing
of the contents of the separation chamber in the immediate moment prior to the discharge
of the captured solid particles into the discharge pipe itself. The self-cleaning
effect as such is even increased by the present solution and a risk that the separation
chamber is not completely cleared of the separated solid particles is minimal.
[0016] Greater filtration capacity of the device that also deals with eventual occurrence
of an impact plurality of deposited solid particles is another advantage of the branched
bidirectional pipe. Said situation is not exceptional in the practice of sewerage
network operations. Accumulation of solid particles at the bottom of the separation
chamber may result in partial or total blockage of the flow capacity (clogging) of
the first solid particles separator positioned in the lower part of the separation
chamber. In the branched bidirectional pipe wastewater filtration will continue through
the second solid particles separator positioned in the upper part of the separation
chamber and through the upper branch of the bidirectional pipe. After the pump is
switched on, wastewater is pumped reversely causing washing the separators and cleaning
the separation chamber.
[0017] According to the invention the supply pipe is in the form of a perforated inlet trough.
From a certain height walls of the inlet trough are provided with filtration perforations.
The function of the trough is on one hand directing water into the separation chamber,
but simultaneously also separation and filtration of storm sewage through perforations
in the side walls of the trough. Size of perforations in the side walls of the trough
is dimensioned according to the throughput rate of the pump impeller installed in
the pumping station. Arrangement of perforations on the walls, their amount and design
are determined by the value of the maximal critical inlet into the pumping station.
Accordingly, an average daily flow is securely let into the separation chamber through
the inlet trough and eventual critical flow is passed through the filtration perforation
directly into the wet accumulation chamber in order to avoid flooding of the separation
chamber. Filtration perforations prevent passing the solid particles of sizes greater
than the throughput rate of the pump impeller into the accumulation chamber and said
solid particles are passed through into the separation chamber by the trough.
[0018] The accumulation chamber may comprise a plurality of pumps, in that case each pump
is provided with a separate device according to the present solution. Said devices
may, however, share one supply pipe or inlet trough.
[0019] A sieve having opening sizes dimensioned according to the throughput rate of a pump
impeller may be a solid particles separator. A disadvantage of the sieve is that it
is quickly clogged, in particularly, when there are fabrics or disposable hygienic
tissues and the like in wastewater. In addition, when wastewater is pumped reversely
the separator is only partially washed as the said fabrics tend to enmesh into the
sieve.
[0020] According to a preferred embodiment a device according to the present technical solution
may comprise a rod solid particles separator. The rod separator consists of a frame
provided about the inner circumference with rods having at minimum two or three or
more lengths. The frame may preferably be of an annular shape. Alternatively, the
outer circumference of the grame may be of a square, rectangular or other geometric
shape. Rods are arranged alternately (long, short, long, short) on the frame. Rods
protrude radially from the body plane onto one side at an angle in such a manner that
a surface that longitudally intersects all rods forms a truncated cone or truncated
pyramid (frustum). Rods are arranged so that a space between two neighboring rods
and at the same time space between free ends of any two long rods does not exceed
the size the throughput rate of the pump impeller is dimensioned for. In practice
a distance between the rods is in the range of 15 to 100 mm. Rod length may be for
example 20 and 50 mm, 20 and 60mm, 15 and 60mm, 20 and 80mm and the like. Length of
the rods primarily depends on the throughput rate of the pump impeller. Said rod solid
particles separator is positioned between a flange of the bidirectional pipe and a
flange of the separation chamber in a way the rods are directed into the space of
the separation chamber. The rod separator may be preferably provided with means for
fastening in the flange e.g. in the form of openings. The rod separator may be preferably
provided with at least one groove for mounting a sealing.
[0021] Increasing of filtration surface of the solid particles separator resulting in lowering
a risk of clotting the separator is an advantage of the rod design of the separator.
In addition, during reverse pumping of wastewater the separator is washed more thoroughly
as fabrics tend to slip from the rods.
[0022] The pump is commonly positioned at the bottom of the wet accumulation chamber and
according to the present technical solution it may be attached to bidirectional pipe
of the device by means of a dismountable coupling through a pipe of the pump. The
discharge pump of the device may be connected by a dismountable coupling to the discharge
pump of the pumping station. Lengths of individual pipes depend on a depth of the
pumping station and a distance of the inlet pipe of wastewater from the bottom of
the pumping station.
[0023] For better handling during installation of the device according to the present technical
solution into a pumping station the bidirectional pipes and the pipe of the pump as
well as the discharge pipe and the discharge pipe of the pumping station are connected
with dismountable couplings at the separation chamber proximity.
[0024] The device according to the present technical solution provides for the pump not
to come into contact with solid particles that cause its excessive wearing-off, clogging
and breakdowns.
[0025] The device according to the present technical solution provides a plurality of economic
and ecologic advantages, namely the device can be installed into wet chambers of new
as well as in a majority of existing pumping stations without a requirement of building
modifications of the pumping stations. Accordingly, in majority cases the device requires
no other than already existing space in the pumping station, nor further construction
works. After installation, frequency of dispatching of operator's maintenance workers
to the pumping stations for pump cleaning, maintenance and repair purposes decreases,
pump life increases, the need for handling the rakings is eliminated resulting in
reduction of ecological burden of environment in the surrounding of the pumping station.
Brief desciption of the drawings
[0026]
Fig. 1 shows a device for protection of waste water pumps for wet accumulation chambers
according to a first example which is not a part of the present invention.
Fig. 2 shows a device for protection of waste water pumps for wet accumulation chambers
according to a second example which is according to the present invention
Fig. 3 illustrates a design of a rod solid particles separator.
Fig. 4 shows a device for protection of waste water pumps for wet accumulation chambers
which contains two pumps and a supply pipe which is in the form of a perforated inlet
through according to the present invention.
Deatiled description
Example 1 (not a part of the present invention):
[0027] Fig. 1 shows a device for protection of wastewater pumps comprising separation chamber
4 substantially in the form of a perpendicularly positioned cylinder. Said separation
chamber is provided in its lower part with discharge pipe 9 of the chamber that is
further connected by a dismountable coupling onto discharge pipe 9.1 of a pumping
station, that is further connected to sewerage network
11. The device further comprises supply pipe 2, connected to inlet pipe
1. Supply pipe
2 is from another side connected from the top to separation chamber 4 to inlet wastewater
into separation chamber 4. A reversing valve for preventing reverse flow of wastewater
into supply pipe 2 is positioned between supply pipe 2 and separation chamber 4. Said
valve consists of seat 3 arranged on supply pipe 2 and corresponding float ball 5
positioned in separation chamber 4. Bidirectional pipe 7 is connected on chamber 4
in the lower part of separation chamber
4 opposite the orifice of discharge pipe 9 of the chamber. Said bidirectional pipe
7 is connected to pump pipe
7.1 and connects the device with pump 10 positioned in wet accumulation chamber 8. Rod
separator 6 of solid particles is arranged between separation chamber 4 and bidirectional
pipe 7. The role of the rod separator 6 of solid particles is separating solid particles
contained in wastewater in separation chamber 4.
[0028] During operation of the device wastewater flows from separation chamber 4, through
rod solid particles separator 6 via bidirectional pipe 7 into pump 10 and consequently
to wet accumulation chamber 8. Solid particles contained in wastewater are filtrated
by solid particles separator 6 and are accumulated at the bottom of separation chamber
4. When water surface in wet accumulation chamber 8 reaches a set switching level pump
10 is switched on. After pump 10 is switched on wastewater from wet accumulation chamber
8 is pumped back by pump 10 through bidirectional pipe 7 and rod solid particles separator
6 into separation chamber 4. An increasing level of pumped wastewater in separation
chamber 4 presses float ball 5 onto seat 3, closing the inlet into supply pipe 2.
Pumped waster continues further from separation chamber 4 into chamber discharge pipe
9 and further to pump station discharge pipe 9.1. Solid particles accumulated at the
bottom of separation chamber 4 are also discharge from separation chamber 4 by pressure
of pumped water into chamber discharge pipe 9 and through pump station discharge pipe
9.1 they are further transported into sewerage network 11.
Example 2:
[0029] Fig. 2 shows an embodiment of the device for pump protection according to the present
invention.
[0030] The device comprises all parts of the device according to Example 1. The device differs
from the device according to Example 1 in that bidirectional pipe
7 is branched. One branch opens into a lower part of separation chamber 4, as in Example
1, and another branch opens into an upper part of separation chamber 4. Both branches
are connected to the separation chamber through a separate solid particles separator
6.1,
6.2. According to the invention, but not visible in figure 2, the supply pipe 2 is in
the form of a perforated inlet trough.
Example 3:
[0031] Fig. 3 shows a rod solid particles separator which can be used in the device for
protection of waste water pumps for wet accumulation chambers according to the present
invention, consisting of frame 12 of annular shape where said ring is about its inner
circumference provided with rods 13 and 14 of at least two lengths. The rods are on
the frame, they are arranged alternately (long, short, long, short). Simultaneously,
the rods radially protrude from the frame plane into one side at an angle in a way
a plane intersecting their surfaces forms a truncated cone (frustum). The rods are
arranged so that a space between any two rods does not exceed the size the throughput
rate of the pump impeller is dimensioned for. In practice the distance between the
rods is in the range of 15 to 100 mm.
Example 4:
[0032] Figure 4 shows connection of the devices according to the present technical invention
in a wet accumulation chamber containing two pumps. The devices are similar to the
device described in Example 2. The devices differ from the device in Example 2 in
that they comprise only one common supply pipe
2 in the form of a perforated inlet trough. The inlet trough is connected to inlet
pipe 1. From a certain height walls of the inlet trough are provided with filtration
perforations. Size of the perforations is dimensioned according to the throughput
rate of pump impeller 10 and 10'. Arrangement of perforations in the side walls of
the inlet trough are determined by a value of the maximal critical inlet into the
pumping station. Accordingly, the perforations are arranged in such height of the
trough wall that an average daily flow is securely let in to separation chambers 4
and 4' through the inlet trough and eventual critical flow is passed directly into
wet accumulation chamber 8.
List of reference signs:
[0033]
- 1 -
- Inlet pipe
- 2 -
- Supply pipe
- 3 -
- Reversing valve seat
- 4 -
- Separation chamber
- 5 -
- Float ball
- 6 -
- Solid particles separator
- 6.1 -
- First solid particles separator
- 6.2 -
- Second solid particles separator
- 7 -
- Bidirectional pipe
- 7.1 -
- Pump pipe
- 8 -
- Pumping station wet accumulation chamber
- 9 -
- Chamber discharge pipe
- 9.1 -
- Pump station discharge pipe
- 10 -
- Pump
- 11 -
- Sewerage network
- 12 -
- Solid particles separator rod body
- 13 -
- Separator short rod
- 14 -
- Separator long rod
1. Device for protection of wastewater pumps for wet accumulation chambers, wherein,
it comprises:
- a separation chamber (4) provided with discharge pipe (9) for discharge wastewater
into a sewerage network,
- a supply pipe (2), connected to the separation chamber (4), to supply solid particles
containing wastewater into the separation chamber (4),
- a reversing valve arranged between the supply pipe (2) and the separation chamber
(4) in order to prevent reversing flow of wastewater into the supply pipe (2),
- a bidirectional pipe (7), connected to the separation chamber (4), for connection
of the separation chamber (4) with a pump (10), to supply wastewater from the separation
chamber (4) through the pump (10) into a wet accumulation chamber (8) and for reverse
flow of wastewater from the wet accumulation chamber (8) through the pump (10) and
the separation chamber (4) into the discharge pipe (9),
- a solid particles separator (6), arranged between the separation chamber (4) and
the bidirectional pipe (7), for retaining solid particles contained in wastewater
into the separation chamber (4), and wherein
- the bidirectional pipe (7) and the discharge pipe (9) are arranged so that they
open into the separation chamber (4) opposite to each other in a lower part of the
separation chamber (4), and wherein
- the bidirectional pipe (7) is branched, where one branch opens into the lower part
of separation chamber (4) and the second branch opens into the upper part of separation
chamber (4), whereas both branches are connected to the separation chamber by a separate
solid particles separator (6.1) and (6.2),
characterized in that, the supply pipe (2) is in a form of perforated inlet trough.
2. Device according to Claim 1, characterised in that, the supply pipe (2) is connected to the separation chamber (4) from the top.
3. Device according to Claim 2, characterised in that, the reversing valve consists of a seat (3) and a respective float ball (5) positioned
in the separation chamber (4).
4. Device according to any one of the preceding claims, characterised in that, the discharge pipe (9) extends from the separation chamber (4) slantwise upwards
at an angle of 30° to 70° with respect to the bottom of the chamber (4), preferably
at an angle of 50°.
5. Device according to any one of the preceding claims, characterised in that, the solid particles separator (6, 6.1, 6.2) contains a frame (12), provided on its
inner circumference with rods (13, 14) of at minimum of two lengths, where the rods
are on the frame arranged alternately, long rod (13), short rod (14), and where rods
(13, 14) protrude radially at an angle from the frame plane on one side in such a
manner that a surface that longitudally intersects all rods (13 and 14) forms a truncated
cone or pyramid (frustum) and where rods (13, 14) are arranged so that a space between
any two neighboring rods (13, 14) and a space between free ends of any two long rods
(13) does not exceed the size the throughput rate of the pump impeller is dimensioned
for.
6. Device according to Claim 5, characterised in that, the frame (12) is in a form of ring.
1. Vorrichtung zum Schutz von Abwasserpumpen für Nasssammelkammern,
dadurch gekennzeichnet, dass sie umfasst:
- eine Trennkammer (4), die mit einem Abflussrohr (9) zum Ableiten von Abwasser in
ein Kanalisationsnetz versehen ist,
- ein mit der Trennkammer (4) verbundenes Zufuhrrohr (2), um Feststoffpartikel enthaltendes
Abwasser in die Trennkammer (4) zuzuführen,
- ein Umschaltventil, das zwischen dem Zufuhrrohr (2) und der Trennkammer (4) angeordnet
ist, um einen Rückfluss von Abwasser ins Zufuhrrohr (2) zu verhindern,
- ein bidirektionales Rohr (7), das mit der Trennkammer (4) verbunden ist, zum Verbinden
der Trennkammer (4) mit einer Pumpe (10), zum Zuführen von Abwasser aus der Trennkammer
(4) durch die Pumpe (10) in eine Nasssammelkammer (8) und zum Rückfluss von Abwasser
aus der Nasssammelkammer (8) durch die Pumpe (10) und die Trennkammer (4) in das Abflussrohr
(9),
- einen Feststoffabscheider (6), der zwischen der Trennkammer (4) und dem bidirektionalen
Rohr (7) angeordnet ist, um im Abwasser enthaltene Feststoffpartikel in der Trennkammer
(4) zurückzuhalten, und wobei
- das bidirektionale Rohr (7) und das Abflussrohr (9) so angeordnet sind, dass sie
in einem unteren Teil der Trennkammer (4) einander gegenüberliegend in die Trennkammer
(4) münden, und wobei
- das bidirektionale Rohr (7) verzweigt ist, wobei ein Zweig in den unteren Teil der
Trennkammer (4) und der zweite Zweig in den oberen Teil der Trennkammer (4) mündet,
wobei beide Zweige mit der Trennkammer durch einen separaten Feststoffabscheider (6.1)
und (6.2) verbunden sind,
dadurch gekennzeichnet, dass das Zufuhrrohr (2) die Form eines perforierten Einlasses hat.
2. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass das Zufuhrrohr (2) von oben an die Trennkammer (4) angeschlossen ist.
3. Vorrichtung nach Anspruch 2, dadurch gekennzeichnet, dass das Umschaltventil aus einem Sitz (3) und einer entsprechenden in der Trennkammer
(4) positionierten Schwimmerkugel (5) besteht.
4. Vorrichtung nach einem beliebigen der vorherigen Ansprüche, dadurch gekennzeichnet, dass sich das Abflussrohr (9) von der Trennkammer (4) schräg nach oben in einem Winkel
von 30° bis 70° zum Boden der Trennkammer (4) erstreckt, vorzugsweise in einem Winkel
von 50°.
5. Vorrichtung nach einem beliebigen der vorherigen Ansprüche, dadurch gekennzeichnet, dass der Feststoffabscheider (6, 6.1, 6.2) einen Rahmen (12) enthält, der an seinem Innenumfang
mit Stangen (13, 14) von mindestens zwei Längen versehen ist, bei denen die Stäbe
abwechselnd am Rahmen angeordnet sind, langer Stab (13), kurzer Stab (14), und wo
Stäbe (13, 14) radial schräg zur Rahmenebene auf einer Seite so hervorstehen, dass
eine Fläche, die alle Stäbe (13 und 14) in Längsrichtung schneidet, einen Kegelstumpf
oder eine Pyramide (einen Pyramidenstumpf) bildet und wo die Stäbe (13, 14) so angeordnet
sind, dass ein Raum zwischen beliebigen zwei benachbarten Stäben (13, 14) und ein
Raum zwischen freien Enden zweier beliebiger langer Stangen (13) die Größe nicht überschreitet,
für die der Durchsatz des Pumpenlaufrades ausgelegt ist.
6. Vorrichtung nach Anspruch 5, dadurch gekennzeichnet, dass der Rahmen (12) ringförmig ist.
1. Dispositif de protection de pompes d'eaux usées pour chambres d'accumulation humides,
comprenant:
- une chambre (4) de séparation pourvue d'un tuyau (9) d'évacuation pour évacuer les
eaux usées dans un réseau d'assainissement,
- un tuyau (2) d'alimentation raccordé à la chambre (4) de séparation pour apporter
des eaux usées contenant des particules solides dans la chambre (4) de séparation,
- une vanne d'inversion disposée entre le tuyau (2) d'alimentation et la chambre (4)
de séparation pour empêcher un écoulement inverse d'eaux usées dans le tuyau (2) d'alimentation,
- un tuyau (7) bidirectionnel raccordé à la chambre (4) de séparation pour raccorder
la chambre (4) de séparation à une pompe (10), servant à apporter les eaux usées de
la chambre (4) de séparation à travers la pompe (10) dans une chambre d'accumulation
humide (8) et pour un écoulement inverse d'eaux usées depuis la chambre (8) d'accumulation
humide à travers la pompe (10) et la chambre (4) de séparation jusqu'à un tuyau (9)
d'évacuation,
- un séparateur de particules (6) solides disposé entre la chambre (4) de séparation
et le tuyau (7) bidirectionnel pour séparer les particules solides contenues dans
les eaux usées dans la chambre (4) de séparation, et où
- le tuyau (7) bidirectionnel et le tuyau (9) d'évacuation sont disposés de façon
à s'ouvrir dans la chambre de séparation (4) en regard l'un de l'autre dans une partie
inférieure de la chambre (4) de séparation, et où
- le tuyau (7) bidirectionnel est ramifié, avec une branche qui s'ouvre dans la partie
inférieure de la chambre (4) de séparation et l'autre branche qui s'ouvre dans la
partie supérieure de la chambre (4) de séparation, les deux branches étant connectées
à la chambre (4) de séparation à l'aide d'un séparateur (6.1) et (6.2) de particules
solides indépendant,
caractérisé en ce que le tuyau (2) d'alimentation a la forme d'une gouttière d'entrée perforée.
2. Dispositif suivant la revendication 1 caractérisé en ce que le tuyau (2) d'alimentation est raccordé à la chambre (4) de séparation d'en haut.
3. Dispositif suivant la revendication 2 caractérisé en ce que la vanne d'inversion consiste en un siège (3) et en une balle flottante (5) correspondante
positionnée dans la chambre (4) de séparation.
4. Dispositif suivant une ou plusieurs des revendications précédentes caractérisé en ce que le tuyau (9) d'évacuation s'étend en biais de la chambre (4) de séparation vers le
haut, avec un angle de 30° à 70° par rapport au fond de la chambre (4), préférablement
avec un angle de 50°.
5. Dispositif suivant une ou plusieurs des revendications précédentes caractérisé en ce que le séparateur (6, 6.1, 6.2) de particules solides contient un châssis (12) pourvu
de tiges (13, 14) dans sa circonférence interne, avec minimum deux longueurs, où les
tiges sont arrangées dans le châssis de manière alternée, tige (13) longue et tige
(14) courte, et où les tiges (13, 14) avancent radialement avec un angle à partir
du plan de la structure d'un côté, de sorte qu'une surface qui croise longitudinalement
toutes les tiges (13 et 14) arrive à former un cône tronqué ou une pyramide (frustum),
et où les tiges (13, 14) sont arrangées de façon que l'espace entre deux tiges (13,
14) adjacentes et l'espace entre les extrémités libres de n'importe quelle couple
de tiges longues (13) ne dépassent pas la taille selon laquelle le débit du rotor
de la pompe est conçu.
6. Dispositif suivant la revendication 5 caractérisé en ce que le châssis (12) a la forme d'une bague.