NZ727654B2 - Plant for treatment of liquid as well as method for controlling such a plant - Google Patents
Plant for treatment of liquid as well as method for controlling such a plant Download PDFInfo
- Publication number
- NZ727654B2 NZ727654B2 NZ727654A NZ72765415A NZ727654B2 NZ 727654 B2 NZ727654 B2 NZ 727654B2 NZ 727654 A NZ727654 A NZ 727654A NZ 72765415 A NZ72765415 A NZ 72765415A NZ 727654 B2 NZ727654 B2 NZ 727654B2
- Authority
- NZ
- New Zealand
- Prior art keywords
- flow generating
- generating machine
- operational
- flow
- machine
- Prior art date
Links
- 239000007788 liquid Substances 0.000 title claims abstract description 79
- 238000000034 method Methods 0.000 title claims abstract description 27
- 239000002351 wastewater Substances 0.000 claims abstract description 22
- 230000000694 effects Effects 0.000 claims abstract description 4
- 238000005276 aerator Methods 0.000 claims description 25
- 238000005273 aeration Methods 0.000 claims description 10
- 239000007787 solid Substances 0.000 claims description 6
- 230000003247 decreasing effect Effects 0.000 claims description 4
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 28
- 239000001301 oxygen Substances 0.000 description 28
- 229910052760 oxygen Inorganic materials 0.000 description 28
- 241000196324 Embryophyta Species 0.000 description 21
- 239000007789 gas Substances 0.000 description 9
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 8
- NLZUEZXRPGMBCV-UHFFFAOYSA-N Butylhydroxytoluene Chemical compound CC1=CC(C(C)(C)C)=C(O)C(C(C)(C)C)=C1 NLZUEZXRPGMBCV-UHFFFAOYSA-N 0.000 description 7
- 239000012620 biological material Substances 0.000 description 5
- 238000012546 transfer Methods 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 150000002500 ions Chemical class 0.000 description 4
- 229910052757 nitrogen Inorganic materials 0.000 description 4
- 238000007664 blowing Methods 0.000 description 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- 241000272470 Circus Species 0.000 description 2
- QCDFBFJGMNKBDO-UHFFFAOYSA-N Clioquinol Chemical compound C1=CN=C2C(O)=C(I)C=C(Cl)C2=C1 QCDFBFJGMNKBDO-UHFFFAOYSA-N 0.000 description 2
- 230000001419 dependent effect Effects 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- QGZKDVFQNNGYKY-UHFFFAOYSA-O Ammonium Chemical compound [NH4+] QGZKDVFQNNGYKY-UHFFFAOYSA-O 0.000 description 1
- 241000894006 Bacteria Species 0.000 description 1
- 235000003197 Byrsonima crassifolia Nutrition 0.000 description 1
- 240000001546 Byrsonima crassifolia Species 0.000 description 1
- MYMOFIZGZYHOMD-UHFFFAOYSA-N Dioxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 1
- 102000004310 Ion Channels Human genes 0.000 description 1
- 241000306729 Ligur Species 0.000 description 1
- 241000353097 Molva molva Species 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000012851 eutrophication Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- VUZPPFZMUPKLLV-UHFFFAOYSA-N methane;hydrate Chemical compound C.O VUZPPFZMUPKLLV-UHFFFAOYSA-N 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000008213 purified water Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 241000894007 species Species 0.000 description 1
- 230000001131 transforming effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- B01F2215/0052—
-
- B01F3/04—
-
- B01F3/04765—
-
- B01F3/04773—
-
- B01F5/10—
-
- B01F5/102—
-
- B01F5/104—
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/74—Treatment of water, waste water, or sewage by oxidation with air
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/005—Processes using a programmable logic controller [PLC]
- C02F2209/006—Processes using a programmable logic controller [PLC] comprising a software program or a logic diagram
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/22—O2
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/40—Liquid flow rate
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/006—Regulation methods for biological treatment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/1236—Particular type of activated sludge installations
- C02F3/1257—Oxidation ditches
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/1278—Provisions for mixing or aeration of the mixed liquor
- C02F3/1284—Mixing devices
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/14—Activated sludge processes using surface aeration
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/14—Activated sludge processes using surface aeration
- C02F3/16—Activated sludge processes using surface aeration the aerator having a vertical axis
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F7/00—Aeration of stretches of water
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Abstract
The invention relates to a plant and a method for controlling such a plant suitable for treatment of waste water. The plant (1) comprises a basin (2), at least one flow generating machine (6) adapted to generate a liquid flow in the basin (2), at least one equipment (7) in the basin (2) that effects the momentum of the liquid flow, and a control unit (8). The method being characterized by the steps of in the control unit (8) storing a predetermined relationship between the operational speed N of the flow generating machine (6) and an operational parameter P from which the torque M of the flow generating machine (6) may be derived, which relationship depends on a predetermined liquid flow speed V in the basin (2) by the flow generating machine (6), determining the operational speed N of the flow generating machine (6), from the determined operational speed N determining a set value of the operational parameter P of the flow generating machine (6) based on said relationship between the operational speed N of the flow generating machine (6) and the operational parameter P of the flow generating machine (6), by means of the control unit (8) determining a real value of the operational parameter P of the flow generating machine (6), and by means of the control unit (8) adjusting the operational speed N of the flow generating machine (6) if the real value of the operational parameter P of the flow generating machine (6) is different than the set value of the operational parameter P of the flow generating machine (6). the momentum of the liquid flow, and a control unit (8). The method being characterized by the steps of in the control unit (8) storing a predetermined relationship between the operational speed N of the flow generating machine (6) and an operational parameter P from which the torque M of the flow generating machine (6) may be derived, which relationship depends on a predetermined liquid flow speed V in the basin (2) by the flow generating machine (6), determining the operational speed N of the flow generating machine (6), from the determined operational speed N determining a set value of the operational parameter P of the flow generating machine (6) based on said relationship between the operational speed N of the flow generating machine (6) and the operational parameter P of the flow generating machine (6), by means of the control unit (8) determining a real value of the operational parameter P of the flow generating machine (6), and by means of the control unit (8) adjusting the operational speed N of the flow generating machine (6) if the real value of the operational parameter P of the flow generating machine (6) is different than the set value of the operational parameter P of the flow generating machine (6).
Description
PLANT FOR TRiZATMiZNT Oh' T. QU 3 AS WELL AS METHOD FOR
CONTROLLING SUCH A RLANT
Technica' field 0" ,he Invention
The present invention relates in general to a plant and
a method for controlling a plant for treatment of liqiid,
especia'ly biologica' treatment 0 'iquid. The present
invention relates especially to a plant and a method for
controlling a plant suitab'e or treatment ol liquid such as
waSte water, wherein the plant comprises a basin configured
to house a liquid, at leaSt one flow ting machine
arranged in the basin and configured to generate a liquid
ow in the basin, at leaSt one equipment that is ed
in the basin and thaw e "ects the momentum ol the liquid
ow, and a control init that is operatively connected to
said at leaSt one flow generating machine.
Background of ,he Invention and prior art
A ation channel, or a ring channel, is usually an
upwardly open endless basin that is used during biological
treatment or oxidation 0" , ally waste water.
The waSte water/liquid is made to flow along the circulation
channel and is thereby made to pass di "erent zones in the
circulation channel.
During such ical ent the waste water is
usual'y purified from nitrogen and biological material by
having micro organisms breaking down the biological material
into carbon dioxide and water, and by having baCteria
transforming the water bound en to aerial nitrogen.
?uri; ied waste water is released into the nature and in the
case the water bo;nd nitrogen is nOt eliminated there is a
risk for eutrophication in the natural watercourses, and due
to the fact that the biological material is consuming
considerable amounts 0: oxygen watercourses deficient in
oxygen are generaced i" insu "iciently purified water is
released. The ng down 0: the biological material is
VV()2015/193783
stimulated by adding large amounts 0: oxygen to the waSte
water by means 0: one or more aeration sectors, and the
ation o: the water bound nitrogen takes place in the
circulation channel in areas without added oxygen or in
separate basins without added oxygen and/or in areas/basins
in which the dissolved oxygen leve' is 'ow enough.
In one, or a few, locations along the circulation
l I)
oxygen is supplied to the waste water by means 0;
mechanical surface aerators, bottom located aerator
sections, jet aerators, etc. The micro organisms in the so—
'ed activated sludge consume the oxygen in order to break
the biological material t in the waste water, as
'Eor ni' tri ‘ication o incer alia ammonium
Flow ting machines/mixer machines are used in
circulation channels in order to mix the liquid/waste water
in order to obtain an as nous :_iquid mixture as
possible, keeping the biological al suspended, as well
as generating a liquid ‘low circula,ing/"lowing along the
circulation channel.
In some known processes 0: liqiid creacment it is
requeSted that the liquid flow speed along the circulation
channel is kept at a predetermined conscanc leve' "n a
theoretical circulation channel having only one flow
generating machine and homogenous liquid, this is easily
"ul"illed by operating she llow ting machine at a
constant operational speed. However, in reality the liquid
is not homogenous over time and thereto she creacmenc plant
comprises equipmenc thac are arranged in the circulation
channel and that e""ect the momentum 0: she Slowing liquid
in positive direction or in negative direCtion. A change in
the momentum of the 'iquid ow entails chad she speed 0;
the liquid tlow is e /changed. The e ecu ol these
equipment may also be variable over time due to varying
operation. Based on she lact that she status ol the incoming
waste water is changed over time, the amount 0: added oxygen
must also be modified over time, and modified ity
s that the speed of the liquid flow is effected.
The changing speed of the liquid flow may be
compensated by revising the operational speed of the flow
generating machine, however, this demands for the speed of
the liquid flow being monitored by means of expensive speed
sensors that are tible to disturbances and require
regular nance.
Object of the Invention
The present invention aims at improving previously
known methods for controlling treatment plants with the
object of reducing the costs for the operation of the
treatment plant and thereby providing an improved method for
controlling a treatment plant suitable for treatment of
liquid. A basic object of the invention is to e an
ed method of initially d type, which entail that
a constant speed of the liquid flow can be achieved without
the need for external speed sensors. External speed sensors
suffer from the drawbacks that they are ive and
require monitoring and maintenance as they are susceptible
to disturbances and thereby risk to provide incorrect
information.
Brief description of the Invention
According to the invention at least the basic object is
ed by means of the initially d method, having the
features defined in the independent claim. Preferred
embodiments of the present invention are further defined in
the dependent .
According to a first aspect of the present invention
there is provided a method for controlling a plant for
treatment of waste water, wherein the plant comprises:
- a basin constituted by a circulation channel and configured
to house a liquid,
- at least one flow generating machine constituted by a
submergible mixer machine and arranged in the basin and
configured to generate a liquid flow along the circulation
channel, wherein the operational speed N of the flow
40 generating machine is higher than a predetermined lowest
allowable operational speed Nmin , preventing solid matter from
accumulating on the bottom of the basin, and is lower than a
predetermined highest allowable operational speed Nmax ,
preventing the flow generating machine from being overloaded,
- at least one equipment that is arranged in the basin and that
effects the momentum of the liquid flowing in the basin, and
- a control unit that is operatively connected to said at
least one flow generating machine,
the method including the steps of:
- in the control unit g a predetermined onship
n the ional speed N of the flow generating
machine and an operational parameter P from which the
torque M of the flow ting machine may be derived,
which onship depends on a predetermined liquid flow
speed V in the basin at the flow generating machine,
- determining the operational speed N of the flow generating machine,
- from the determined ional speed N determining a set
value of the operational parameter P of the flow generating
machine based on said onship between the operational
speed N of the flow generating e and the operational
parameter P of the flow generating machine,
- by means of the control unit determining a real value of the
operational parameter P of the flow generating machine, and
- by means of the control unit adjusting the operational
speed N of the flow generating machine if the real value of
the operational parameter P of the flow generating machine
is different than the set value of the operational parameter
P of the flow generating e.
According to a second aspect of the present invention there
is provided a plant for treatment of waste water, sing:
- a basin constituted by a circulation channel and configured
to house a liquid,
- at least one flow generating machine constituted by a
submergible mixer machine and arranged in the basin and
configured to generate a liquid flow along the circulation
channel, wherein the operational speed N of the flow
generating machine is higher than a predetermined lowest
allowable operational speed Nmin , preventing solid matter from
accumulating on the bottom of the basin, and is lower than a
predetermined highest allowable operational speed Nmax ,
40 preventing the flow generating machine from being overloaded,
- at least one equipment that is arranged in the basin and that
effects the momentum of the liquid flowing in the basin, and
- a control unit that is operatively connected to said at
least one flow generating machine,
the control unit sing a predetermined relationship
between the operational speed N of the flow generating machine
and an operational parameter P from which the torque M of the
flow generating machine may be derived, which relationship
depends on a predetermined liquid flow speed V in the basin at
the flow generating machine, the control unit being configured
to determine from a given operational speed N a set value of
the operational parameter P of the flow generating e
based on said relationship between the operational speed N of
the flow generating machine and the operational parameter P of
the flow ting machine, determine a real value of the
ional parameter P of the flow generating e, and
adjust the operational speed N of the flow generating machine
if the real value of the operational parameter P of the flow
generating machine is different than the set value of the
operational parameter P of the flow generating machine.
Thus, the present invention is based on the understanding
that by ring the operational speed of the flow generating
machine and an operational parameter P from which the torque M
may be derived, a predetermined speed of the liquid flow may be
obtained with the need of external speed sensors.
According to a preferred embodiment of the present
invention, the operational speed N of the flow generating machine
shall be increased if the true value of the ional parameter
P of the flow ting machine is greater than the set value of
the ional parameter P of the flow generating machine, and
be decreased if the true value of the ional parameter P of
the flow generating e is less than the set value of the
operational parameter P of the flow generating machine.
According to a preferred embodiment of the present
invention, said at least one equipment is constituted by a
mechanical surface aerator, especially a mechanical surface
aerator comprising a horizontal rotational axis.
According to a preferred embodiment of the t
invention, the operational parameter P is constituted by the
current I that the flow generating machine consume.
Other advantages with and features of the invention will
40 be apparent from the other dependent claims as well as from
the following, ed description of preferred embodiments.
arie" description 0: the drawings
A more complete understanding 0: abovementioned and
other features and advantages 0: the present invention will
be apparent from the following, detailed ption 0;
red embodiments with reference to the appended
drawings, in which:
Fig. l is a schematic i"uscra,ion 0' an inventive plan'(
according so a lirst embodiment,
Fig. 2 is a schematic i"uscra,ion 0' an inventive plan'(
according to a second ment, and
Fig. 3 is a schematic i"uscra,ion 0“ an inventive plan'(
according to a third embodiment.
Detailed description 0: the Invention
Reference is initially made so figure 1. The present
invention relates to a plant, genera"y designated 1,
suitable for treatmenc/puri "icavion 0" , such as waste
water, comprising biological matter. The plant 1 comprises a
basin 2, configured to house the liquid to be treated.
In the disclosed embodiments the plant is constituted
by a treatment plant and the description hereinbelow is
written using the term enc plant, but it shall be
ed chac other equivalent plants are included if
nothing else is stated. Thereto the basin 2 is conStituted
by a circ1lation l in the disclosed embodiments and
the description below is written using she cerm
circulation channel, but it shall be realized that also
basins that are not circulation channels are to be seen as
equivalents and be inclided if nothing else is stated.
This, she treatmenc plant 1 comprises an endless
circulation channel 2, or race track, configured to house
the liqiid to be treated. In the disclosed embodiment the
ation channel 2 is conscicuted by an oblong basin
having rounded ends and comprising a lly located
VV()2015/193783
longitudina' r 3, the circulation channel 2 obtaining
two parallel straight channel segments that are ted to
each other by means 0:: two direction changing/semi circilar
channel segments. The direction changing channel segments
comprises in the disclosed embodiment guide walls 4 that
faci' itates the change 0“ direction 0'‘ the liquid flow. ""
shall be pointed out that circulation channels may present
any other conceivable shape, for instance annular shape or
serpentine shape, and this the circulation channel may
comprise several straigh': and direction changing channel
segments, tively, or may present an entirely
circular/elliptic track shape.
The circulation channel 2 is adapted to house
liquid/waste water up to a predetermined filling
height/liquid level, even thus the actual liquid level
during operation may be below as well as above said filling
height without the present invention being e "ected
appreciably. The waste wa':er is puri ‘ied either continuously
or batch wise in an invencive Lrea tment plant l and by
having a waste water volume reaching up '0 said
predetermined "i' ling height an op':imal iti'ization of the
treatment plant is obtained. A typical fi'ling height is
about 3—8 meters. During continuous ,rea ,ment liqiid is
supplied continuously to the circula':ion channel 2 at the
same time as liquid is removed uous'y "rori the
circulation channel 2. The input and the output diring
continuous treatment is a fraction o the circu'ating "low,
usually about 1/30—1/20 of the circu'ating "low. The
ation channel 2 is con:figured to have a predetermined
f'ow direCtion, schematically shown by means of the arrow 5,
along which the liquid is intended to flow.
o th inv ntiv tr atm no p'ant ses at
least one flow generating machine 6 arranged in the
ation channel 2, y two or more flow generating
machines are located neX': to each other. The f'ow generating
machine 6 is configured to generate a 'iquid "'ow "lowing
along said circulation channel 2, and may be constituted by
one or more submergible mixer machines, often so—called
slowly operated mixer machines having a propeller rotating
at a rpm in the area less than 100 rpm, usually in the area
—50 rpm. In some installations the treatment plant 1
comprises ow generating machines 6 at two or more
locations, which preferab'y are mutua' 'y equidistantly
arranged along the circulation channe' 7. Preferably the
flow generating machine 6 shall be located at a diStance
from a direction changing l segment 0: the circulation
channel 2 such that a councer "orce from the walls of she
ation channel 7 having e "ect on the flow tion
machine 6 and negatively e""eccing she tion of the
'iquid flow does not arise.
Thereto th inv nciv or atm no plant 1 comprises at
least one equipment 7 that is arranged in the ation
channel 2 and that s she momencum of she flowing
liquid. The equipment 7 may be e""ecced by the momentum of
the liquid flow in a positive way, i.e. a momentum source
adding speed to the liquid f'ow, or in a negative way, i.e.
a momentim sink reducing tre speed of the liquid flow. The
equipment 7 may be a immovable equipment or a movable
equipment, an aCtive equipnent or a passive equipment.
Th inv ntiv tr atm rt plant 1 also ses a
control init 8, cha c is operatively connected to said at
least one flow genera ing n achine 6 and l the
operational speed N a which said flow genera:ing machine 6
is to be , for instar ce by controlling she frequency
O__ she current operating -r e flow generating machine 6. The
COIltrol unit 8 may be constitu':ed by an external control
unit or a control uni incegraced in the flow generating
machine 6.
In the embodimen': disclosed in figure 1 the equipment 7
is conStituted by a mechanical sur:face aerator having a
horizontal onal axis. Such a mechanical surface
aerator having a horizontal rotational axis comprises
VV()2015/193783
according to the embodiment disclosed in figure 1 a
horizontal shaft 9 having blades/arms/brushes lO protruding
therefrom in the radial direction. The shaft 9 is preferably
located in flish with or above the liquid 'eve' in the
circulation l 2. The mechanical surface aerator having
horizontal rOtationa' axi s is in th e disclosed embodiment
arranged in the midd'e o a straight channel t,
however other locations are conceivable such as preferably
in the beginning ol as traight l segment. Upon
rotation o: the horizontal sha ft 9 the blades 10 bring the
air above the liquid to be mixed with the liquid, in order
to transfer oxygen (Ofl from tr e air to the waste
water/liquid.
In the embodiment disclosed in figure 2 the equipment 7
is constituted by a mechanical sur: ace aerator having a
vertical rOtational axis. Such a me chanical e aerator
having a vertical rotational axis comprises ing to the
disclosed embodiment ’
a vertical sha _:t ‘l having blades/arms
l2 protruding therefrom in the radial direCtion, and/or
having blades/arms ding there from in the axial
direction. The shalt 11 extend from a level above the liquid
'eve' in the circulation channel 2 to a level below the
'iquid 'eve' in the ation channel 2 as in the
disclosed embodiment, or is preferably located above the
'iquid 'eve' in the embodiment having axial blades/arms. The
mechanical surface aerator having vertical rotational axis
is in the disclosed embodiment arranged in a direction
changing channel segment, however 0 ther locations are
conceivable. Upon rotation ol the vertical shaft 11 the
blades 12 bring the air above the l iquid to be mixed with
the , in order to transfer oxygen (ON from the air to
the waste water/liquid.
Such mechanical sur:face aerato rs, i.e. horizontal and
vertical, can e "ecL Lhe momentum o f the flowing liquid in
positive as we" as negative direction, and preferab'y the
ical surface aerator is ively connected to the
VV()2015/193783
control uni 8 whereupon the operational speed/rotational
speed 0: the mechanical s1r face r can be
adjusted/al ered, there so i is conceivable to adjus t/alter
the submersible depth of she aerator. Other types 0;
mechanical sur:face aerators are conceivable, but are not
disclosed herein.
In the embodiment disclosed in figure 3 the treatment
plant 1 comprises an aeration arrangement, generally
designated 13, CODfigured to provide a gas flow Q comprising
oxygen to the liquid. The on arrangement 13 comprises
preferab' y at leaSt one aeration sector 14. The on
seCtor 14 is in the sed embodiment arranged in the
middle of a straight channel segment, however, also Other
ons are conceivable such as pre:ferably in the
beginning 0 : a straight channel segmen': or along the entire
leng ch of a straight channel ': and/or in a direCtion
changing channel segment. Said at leaSt one aeration sector
’4 is preferably arranged at the bo ctom ol the circulation
channel 2 and is configured to provide a gas flow Q from the
aeration arrangement 13 to the liquid, in order to transfer
oxygen (Ofl from the gas to the waste water/liquid. The gas
flow Q is consti:uted by oxygen containing gas such as air,
other oxygen con':aining gas mixture or pure oxygen. The
aeration seCtor ’4 i s for in stance conStituted by a large
number "
0 di "usors or r members 15, p referab' y so—
called fine bubble aerators, which together cover the entire
or main part of the wid,h of she circulation l 2. The
aeration arrangemen l3 thereco comprises at least 0ne
blowing machine l6 that provides gas to the aeration sector
14 via a pipe system l7, the blowing machine l6 is
pre ferably operatively ted to the l unit 8
whereupon the operational speed/rotational speed ol she
blowing e 16 can be adjusted/al tered. The aeration
arrangement 13 can e "ect the moment 1m Ol the flowing liquid
in positive as well as negative direCtion.
VV()2015/193783
In an alternative nOt disclosed embodiment the
equipment 7 is constituted by a so—called jet
aerator/venture aerator. It sucg up liquid and pump it out
h a nozzle whereupon air from above the liquid level
in the circ1lation l 2 is sucked into the nozzle and
is mixed wi,h she pumped liquid. A jet aerator e "ect the
momentum o_ the flowing liquid in positive direCtion.
It shall be realized that an equipment 7 nOt
necessarily need to be constituted by an aerator, but can
for instance be constituted by a plate or Other stationary
ve equipment 7 located in the ation channel 2.
The ent may for inStance also be conStituted by a pump
device configured to raise/lower the liquid level in the
basin.
Refernece is now made to figure ’, however it shall be
realized that it correspondingly also applies to other
embodimencs i _ nothing else is stated.
In an optimal embodiment a homogenous uniform liquid
ow reach the mechanica' surface aerator 7 and the liquid
ow reaching the flow generating machine 6 is ree "rom gas
bubbles and gas flow induced c1rrents. ab'y the
distance between the mechanical surface aerator 7 and the
flow generating machine 6 is a : least as big as the distance
between the flow generating machine 6 and the mechanical
surface aerator 7 seen in the flow direction 5, such that
the operation 0: the mechanica' surface r 7 e "ects
she "'ow generating machine 6 as little as possible.
It is ial for the present invention that he
mechod for controlling the plant l, comprises the steps I)
in the control unit 8 Store a predetermined relationship
between the operational speed N of she flow ting
machine 6 and an operational parameter P from which the
torque M o_ the flow generating machine 6 may be derived,
which relationship depends on a predetermined liquid flow
speed V in the basin 2 at the flow ting machine 6,
determining the operational speed N o_ the flow generating
VV()2015/193783 2015/054499
machine 6, from the determined operational speed N deter—
mining a se't value ol the operational parame'ter P oj the
flow genera'ting machine 6 based on said onship between
the operational speed W ol the llow generating machine 6 and
the operational parameter P oj the Slow generating machine
6, by means 0: the control unit 8 determining a real value
of the operational ter P oj the Slow ting
machine 6, and by means 0: the control unit 8 adjusting the
operational speed N o: the "'ow generating machine 6 ij the
real value of the operational parameter P oj the jlow
generating machine 6 is ent than the set va'ue o" the
operational parameter P o: the jlow generating machine 6.
The relationship between the operational speed n of the
:'ow generating machine 6 and the operational parameter P of
the llow generating machine 6, jor the respeCtive liq lid
OW speed V, is preferably stored in the control unit 8. It(
shall be pointed out that the opera'tional speed h o j the
ow generating machine 6 in an arternative, completely
equivalent, way can be sed as the operatior al rpm or
the electrical drive arequency o: the llow ting
machine 6 without e""ecting the present inventior.
The operational parameter P ol the Slow generating
machine 6 comprises preferably the torque M o: ore "'ow
ting machine 6 and/or the t that ore "'ow
generating machine 6 consume during operation. It shall be
realized that also 0'ther operational parameters P
, from
which the torque o j the jlow generating machine 6 can be
derived, are conceivable and are included in the term
operational parameter.
Thus, the step ol by means ol the control unit 8
determine a true value 0: the ional parameter P of the
ow generating machine 6, preterab' y comprises measurement
0 t the current consumption 0: the OW generating machine 6,
:rom which the torque M o_ the jlow generating machine 6 can
be derived. The current/power consumption ol the Slow
generating machine 6 is thus an equivalent expression :or
2015/054499
the torque M o_ the Slow generating machine 6. Upon
measuremeno ol she current/power consumption the control
unit 8 preterab'y comprises a "iltra,ion O“ the current
signal in order tor the operational speed N o_ the 'ow
generating machine 6 shall nOt be e "ected by quick load
variations for instance originating from solid matter
comprised in the , tirbulence, etc.
According so she disclosed embodiments the operational
speed N o_ the jlow generating machine 6 shall be increased
if the true value 0: she torque M o_ the llow generating
machine 6 is greater chan she set va'ue O“ the torque M o;
she jlow ting machine 6, and the operational speed N
oj she jlow ting machine 6 shall be decreased i: the
true va'ue o the corque M 0: she "'ow generating machine 6
is less than the set value 0: she corque M o_ the Slow
generating machine 6.
According to one embodiment the liquid flow speed V
along the circulation channel 2 is consoano independently o:
the operational speed N o_ the Slow generating e 6.
According to an alternative embodiment the liquid flow speed
V along the circulation channel 2 varies as a n O“
the operational speed N 0: she llow generating machine, :or
instance the liquid “ ow speed V decrease when the
operational speed N o_ the Slow generating machine 6
se.
?referably the operational speed N o_ the Slow
generating machine 6 is always higher than a predetermined
lowest allowable operational speed NMm. At operational
speeds lower than the lowest allowable operational speed Nmin
the liquid flow risk to be not nous enough but solid
matter will accumilate on the bottom 0: the circulation
channel 2 as she same time as the liqiid flow speed V 0: she
liquid flow risk to be too low for achieving the requeSted
process res1los lor she specilic treacmeno plant 1. o
it is preferable chad the operational speed N o_ she llow
generating machine 6 always is lower than a predetermined
2015/054499
highest allowable operational speed NW“, in order nOt to
risk that the ow generating machine 6 is overloaded.
The treatment plan 1 can also, as a complement to the
present invention, comprise direct or indirect measurement
ol she oxygen transfer rate to the liquid and/or the level
0; dissolved oxygen in the liqiid, and thereby an tion
whether the oxygen cransfer rate need to be increased or
decreased. ing to the most preferred embodiment the
dissolved oxygen level is meas1red directly. An increase in
the oxygen transfer rate is applicable when the dissolved
oxygen level in the liquid is too low, and a decrease o: the
oxygen trans:er rate is applicable when the dissolved oxygen
level in the liqiid is too high. In order to
m asur /d t rmin th dissolved oxygen level in the liquid
the treatment plant 1 preferab'y comprises an oxygen sensor
l8 locaced ac a predetermined location in the circulation
channel 2. The oxygen sensor 18 is operatively conneCted to
the control init 8. The oxygen sensor 18 is ably
located in the area directly ream the r seen in
she flow direction 5 along the circulation l 2.
{owever, other locations 0: the oxygen sensor 18 are
conceivable.
Feasible modi:fications o: the Invention
The invention is nOt limited only to the embodiments
described above and shown in the drawings, which primarily
have an illustrative and exemplifying purpose. This patent
application is ed to cover all adjustments and
variants o: the preferred embodiments described herein, thus
the present invention is defined by the wording of she
appended claims and thus, the equipment may be modified in
all kinds 0: ways within the scope ol she ed claims.
It shall also be pointed out that all information
about/concerning terms such as above, inder, upper, lower,
etc., shall be interpreted/read having the equipment
oriented according to the Ligures, having the drawings
oriented such that the references can be properly read.
Thus, such terms only indicates mutual relations in the
shown embodiments, which relations may be changed it the
inventive equipment is ed with another
struCture/design.
It shall also be pointed out that even thus it is nOt
explicitly stated that "eatures trom a speci:fic ment
may be combined with "eaLures trom another er1bodiment, the
combination shall be considered obvious, i : the combination
is possible.
Claims (13)
1.
A method for controlling a plant for treatment of waste water, wherein the plant comprises: - a basin constituted by a circulation channel and 5 ured to house a liquid, - at least one flow ting machine constituted by a submergible mixer machine and arranged in the basin and configured to generate a liquid flow along the circulation channel, wherein the operational speed N of the flow 10 generating machine is higher than a predetermined lowest allowable operational speed Nmin , preventing solid matter from accumulating on the bottom of the basin, and is lower than a predetermined highest allowable operational speed Nmax , preventing the flow generating machine from being 15 aded, - at least one equipment that is arranged in the basin and that effects the momentum of the liquid flowing in the basin, and - a l unit that is operatively connected to said at 20 least one flow generating machine, the method including the steps of: - in the l unit storing a predetermined relationship between the operational speed N of the flow generating machine and an operational parameter P from which the 25 torque M of the flow generating machine may be derived, which onship depends on a predetermined liquid flow speed V in the basin at the flow generating machine, - determining the operational speed N of the flow generating machine, 30 - from the determined operational speed N ining a set value of the operational parameter P of the flow generating machine based on said relationship between the operational speed N of the flow generating machine and the operational parameter P of the flow generating machine, - by means of the control unit determining a real value of the operational ter P of the flow generating machine, - by means of the l unit adjusting the operational 5 speed N of the flow generating machine if the real value of the operational parameter P of the flow ting machine is different than the set value of the operational parameter P of the flow generating machine. 10 2. The method according to claim 1, wherein the plant is constituted by a treatment plant for treatment of liquid such as waste water.
3. The method according to claim 1 or claim 2, wherein the 15 operational parameter P is constituted by the torque M of the flow generating e.
4. The method according to claim 1 or claim 2, n the operational parameter P is constituted by the current I 20 consumed by the flow generating machine.
5. The method according to any one of claims 1-4, wherein the operational speed N of the flow generating machine shall be increased if the true value of the operational 25 parameter P of the flow generating e is greater than the set value of the operational parameter P of the flow generating e.
6. The method according to any one of claims 1-5, wherein 30 the operational speed N of the flow generating machine shall be decreased if the true value of the operational parameter P of the flow generating machine is less than the set value of the operational parameter P of the flow generating machine.
7. The method according to any one of claims 1-6, wherein said at least one equipment is constituted by a mechanical surface aerator. 5
8. The method according to claim 7, wherein the mechanical surface aerator comprises a horizontal rotational axis.
9. The method according to claim 7, wherein the mechanical e aerator comprises a vertical rotational axis.
10. The method according to any one of claims 1-6, wherein said at least one equipment is constituted by an aeration sector arranged at the bottom of the basin. 15
11. A plant for treatment of waste water, comprising: - a basin constituted by a circulation channel and configured to house a liquid, - at least one flow generating machine constituted by a submergible mixer machine and arranged in the basin and 20 configured to te a liquid flow along the circulation channel, wherein the operational speed N of the flow generating machine is higher than a ermined lowest allowable operational speed Nmin , preventing solid matter from accumulating on the bottom of the basin, and is lower 25 than a predetermined highest allowable operational speed Nmax , preventing the flow ting machine from being overloaded, - at least one equipment that is arranged in the basin and that s the momentum of the liquid flowing in the 30 basin, and - a control unit that is operatively connected to said at least one flow generating machine, the control unit sing a predetermined relationship between the operational speed N of the flow generating 35 e and an operational parameter P from which the torque M of the flow ting machine may be derived, which relationship depends on a predetermined liquid flow speed V in the basin at the flow ting machine, the control unit being configured to determine from a given operational speed N a set value of the operational parameter P of the 5 flow generating machine based on said relationship between the operational speed N of the flow generating machine and the operational ter P of the flow generating machine, determine a real value of the operational parameter P of the flow generating machine, and adjust the operational speed N 10 of the flow generating machine if the real value of the operational parameter P of the flow ting machine is different than the set value of the operational ter P of the flow generating machine. 15
12. A method according to claim 1, substantially as herein bed or exemplified with reference to the accompanying drawings.
13. A plant according to claim 11, substantially as herein 20 described or exemplified with reference to the accompanying drawings. WO 93783 WO 93783
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SE1450755A SE538527C2 (en) | 2014-06-17 | 2014-06-17 | Plant for the treatment of liquid and method for controlling such a plant |
| SE1450755-2 | 2014-06-17 | ||
| PCT/IB2015/054499 WO2015193783A1 (en) | 2014-06-17 | 2015-06-15 | Plant for treatment of liquid as well as method for controlling such a plant |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| NZ727654A NZ727654A (en) | 2021-01-29 |
| NZ727654B2 true NZ727654B2 (en) | 2021-04-30 |
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