Claims:We Claim:

1. A floating type aeration system for treating wastewater across water-body, comprising:

an ultimate modular dock or badge or jetty configured to take load of the floating type aeration system along with a plurality of spares, a plurality of operators, and a plurality of safety equipment’s with adequate safety margins;

a plurality of aspirator-type aerators configured to operate at least one in: a mixing mode; and an aeration mode; the plurality of aspirator-type aerators comprising at least one electric motor and at least one regenerative blower located above the surface of the water-body; and

at least one shaft configured to drive at least one mixing propeller and at least one ring-type diffuser beneath the water surface to disperse the air as fine bubbles into the water-body, whereby the at least one mixing propeller configured to maximize oxygen transfer and mixing characteristics, the at least one mixing propeller tighten on at least one shaft, the entire flow of air passes through the at least one mixing propeller via the at least one shaft along an axis of a propeller hub; the plurality of aspirator-type aerators equipped with the at least one ring-type diffuser comprising at least two concentric rings of differing diameters fixed to a diffuser body; the plurality of aspirator-type aerators configured to aerate at different parts of the water-body to treat wastewater or degrade the organic waste by moving the ultimate modular dock or badge or jetty from one location to other location.

2. The floating type aeration system of claim 1, wherein the ultimate modular dock or badge or jetty is constructed using a linear low-density polyethylene material or equivalent with puff filled.

3. The floating type aeration system of claim 1, wherein the ultimate modular dock or badge or jetty comprising a cabin for the plurality of operators, and the plurality of safety equipment’s.

4. The floating type aeration system of claim 1, further comprising safety handrails of plastic, suitable anchoring, mooring, and cabling are provided around the ultimate modular dock or badge or jetty.

5. The floating type aeration system of claim 1, further comprising a plurality of dissolved oxygen stations placed around the ultimate modular dock or badge or jetty thus result in monitoring the dissolved oxygen levels and measure additional parameters along with dissolved oxygen.

6. The floating type aeration system of claim 1, wherein the at least two concentric rings are configured to maximize oxygen transfer and to prevent self-aspiration when the at least one regenerative blower is turned off to accomplish mixing.

7. A method for treating wastewater across water-body, comprising:

fluctuating an ultimate modular dock or badge or jetty according to water levels, unique pencil edges at the bottom side of the anchor frames may go inside the soil;

moving the ultimate modular dock or badge or jetty from one location to other location on water-body by anchor frames connected to an electrical or manual winch;
increasing the length of the pencil based on the depth of the water-body in a modular version;

operating aspirator-type aerators in a mixing mode or an aeration mode by an electric motor and a regenerative blower;

driving a mixing propeller and a ring-type diffuser by a shaft of the aspirator-type aerators to disperse the air as fine bubbles into the water-body;

providing sufficient airflow to yield the rated oxygen transfer capacity under the water-body by a regenerative blower and maximizing the oxygen transfer and mixing characteristics by a mixing propeller;

maximizing oxygen transfer and preventing self-aspiration by the ring-type diffuser when the regenerative blower is turned off to accomplish mixing; and

aerating at different parts of the water-body to treat wastewater or degrade the organic waste by moving the ultimate modular dock or badge or jetty from one location to other location.
, Description:TECHNICAL FIELD
[001] The disclosed subject matter relates generally to wastewater treatment systems. More particularly, the present disclosure relates to a floating type aeration system and method for aerating waterbody to treat wastewater or degrading the organic solids across water bodies, for example the lakes or rivers or ponds.

BACKGROUND
[002] Generally, wastewater treatment facilities utilize aeration techniques to treat the wastewater. Aeration of the wastewater has been found to reduce or degrade contaminants or organic waste found in the wastewater by increasing oxygen available to microorganisms which breakdown the contaminants or organic waste during a biological process. Furthermore, bioprocessing is commonly used in the treatment of wastewater. Bioprocessing of wastewater generally occurs in water bodies containing chambers for treating wastewater. Typically, bioprocessing is directed to reduce unwanted impurities or contaminants from the wastewater.

[003] Existing floating biological contactors establish liquid flow and aeration to encourage aerobic bacteria growth on a large surface area to consume organic solids in the wastewater body. Although previously known biological contactors have succeeded to some extent, they have consumed considerable energy and have required expensive maintenance so that cost-effectiveness has left room for improvement. Existing aeration systems are configured to control organisms such that the growth of desired organisms is facilitated, and the growth of unwanted organisms is constrained or prevents, which can be very difficult. However, there is an ongoing need to provide a more efficient system for aerating water-body to treat wastewater or degrading the organic solids.

SUMMARY
[004] The following presents a simplified summary of the disclosure in order to provide a basic understanding of the reader. This summary is not an extensive overview of the disclosure and it does not identify key/critical elements of the invention or delineate the scope of the invention. Its sole purpose is to present some concepts disclosed herein in a simplified form as a prelude to the more detailed description that is presented later.

[005] Exemplary embodiments of the present disclosure are directed towards a floating type aeration system and method for treating wastewater.

[006] An objective of the present disclosure is directed towards the floating type aeration system that aerates the water bodies by integrating DO monitoring stations arranged around the badge or jetty.

[007] Another objective of the present disclosure is directed towards the floating type aeration system that moves from one location to another location to aerate at different parts of water body.

[008] Another objective of the present disclosure is directed towards the floating type aeration system that doses bacterial cultures for degrading organic waste across the water bodies.

[009] Another objective of the present disclosure is directed towards the floating type aeration system that can be mounted on the badge or jetty for dissolving the oxygen into the wastewater.

[0010] Another objective of the present disclosure is directed towards the floating type aeration system that can be easily installable and able to lift for easy maintenance.

[0011] Another objective of the present disclosure is directed towards arranging dissolved oxygen stations placed around the floating type aeration system thus result in monitoring dissolved oxygen levels and measure additional parameters along with the dissolved oxygen such as organic loads like biochemical oxygen demand or chemical oxygen demand or total suspended solids.

[0012] Another objective of the present disclosure is directed towards arranging distributed generation (DG) units for providing power to the floating type aeration system.

[0013] Another objective of the present disclosure is directed towards arranging an oil storage tank for keeping the necessary oil for operation diesel generators of the floating type aeration system.

[0014] Another objective of the present disclosure is directed towards the floating type aeration system that fluctuates according to the water levels.

[0015] According to an exemplary aspect, the floating type aeration system for treating wastewater across waterbody, comprising: a badge or jetty configured to take a load of the floating type aeration system along with a plurality of spares, a plurality of operators, and a plurality of safety equipment’s with adequate safety margins.

[0016] According to another exemplary aspect, the floating type aeration system comprising a plurality of aspirator-type aerators configured to operate in a mixing mode; and an aeration mode; the plurality of aspirator-type aerators comprising at least one electric motor and at least one regenerative blower located above the surface of the water-body.

[0017] According to another exemplary aspect, the floating type aeration system further comprising at least one shaft configured to drive at least one mixing propeller and at least one ring-type diffuser beneath the water surface to disperse the air as fine bubbles into the water-body.

[0018] According to another exemplary aspect, the at least one mixing propeller configured to maximize oxygen transfer and mixing characteristics, the at least one mixing propeller tighten on at least one shaft, the entire flow of air passes through the at least one mixing propeller via the at least one shaft along an axis of a propeller hub; the plurality of aspirator-type aerators equipped with the at least one ring-type diffuser comprising at least two concentric rings of differing diameters fixed to a diffuser body.

[0019] According to another exemplary aspect, the plurality of aspirator-type aerators configured to aerate at different parts of the water-body to treat wastewater or degrade the organic waste by moving the badge or jetty from one location to other location.

BRIEF DESCRIPTION OF THE DRAWINGS
[0020] Other objects and advantages of the present invention will become apparent to those skilled in the art upon reading the following detailed description of the preferred embodiments, in conjunction with the accompanying drawings, wherein like reference numerals have been used to designate like elements, and wherein:

[0021] FIG. 1 is a diagram depicting a floating type aeration system for treating wastewater or degrading the organic waste across water bodies, in accordance with one or more exemplary embodiments.

[0022] FIG. 2 is a diagram depicting a top view of the floating type aeration system, in accordance with one or more exemplary embodiments.

[0023] FIG. 3 is a diagram depicting a cutting plane line of the floating type aeration system, in accordance with one or more exemplary embodiments.

[0024] FIG. 4 is a diagram depicting a side view of the floating type aeration system, in accordance with one or more exemplary embodiments.

[0025] FIG. 5 is a diagram depicting a front view of the floating type aeration system, in accordance with one or more exemplary embodiments.

[0026] FIG. 6 is an example diagram depicting the floating measurement device, in accordance with one or more exemplary embodiments.

[0027] FIG. 7 is an example diagram depicting the floating type aeration system, in accordance with one or more exemplary embodiments.

[0028] FIG. 8 is a flow chart depicting a method for aerating water bodies to treat wastewater or degrade the organic waste across water bodies, in accordance with one or more exemplary embodiments.

DETAILED DESCRIPTION OF EXAMPLE EMBODIMENTS
[0029] It is to be understood that the present disclosure is not limited in its application to the details of construction and the arrangement of components set forth in the following description or illustrated in the drawings. The present disclosure is capable of other embodiments and of being practiced or of being carried out in various ways. Also, it is to be understood that the phraseology and terminology used herein is for the purpose of description and should not be regarded as limiting.

[0030] The use of “including”, “comprising” or “having” and variations thereof herein is meant to encompass the items listed thereafter and equivalents thereof as well as additional items. The terms “a” and “an” herein do not denote a limitation of quantity, but rather denote the presence of at least one of the referenced item. Further, the use of terms “first”, “second”, and “third”, and so forth, herein do not denote any order, quantity, or importance, but rather are used to distinguish one element from another.

[0031] Referring to FIG. 1 is a diagram 100 depicting a floating type aeration system for treating wastewater or degrading the organic waste across water bodies, in accordance with one or more exemplary embodiments. The floating type aeration system 100 includes a diesel tank 102, an ultimate modular dock (UMD)/barge/jetty 104, distributed generation units 106a,106b, DOG bones 108, an operator cabin 110, cut mount structures 112a, 112b, 112c, 112d (shown in FIG. 2), 112e, 112f, anchor frames 114a,114b,114c,114d, and aspirator-type aerators 116a, 116b, 116c, 116d (shown in FIG. 2), 116e, 116f. The aspirator-type aerators 116a, 116b, 116c, 116d (shown in FIG. 2), 116e, 116f may include an electric motor (not shown) and a regenerative blower located above the water surface. The distributed generation units 106a, 106b include the below specifications:

RATING (KVA) 32.5
Rated kW 26
Rated Current (Amps) 45.2
ENGINE No. of Cylinders 3
RPM 1500
Compression ratio 17.5:01
SFC (gms/BHP-hr) 160
Governor Mechanical
Class of Governing A
Aspiration TCI
Air filter Dry Type
Fuel High Speed Diesel
Type of oil 15W 40 CF4
Minimum Oil sump capacity (ltrs) 6
Maximum Lube Oil consumption
(gms/BHP-hr)
< 0.1% of FC
Cooling Liquid Cool
Minimum Bare Radiator water 10
capacity (ltrs)
Minimum Water Capacity with
engine Jacket(ltrs)
14.5
Electric Starting System 12V
ALTERNATOR Type Brushless
Rating (KVA) 32.5
Voltage(V) 415
No. of Phases 3
Minimum Power Factor 0.8
Speed (rpm) / Frequency (Hz) 1500/50
Voltage Regulation +/-1%
Enclosure SPDP
Insulation class H
CONTROL PANEL DG Parameter Monitoring
Display
Volts line to line & line to neutral,
Amps, Hz, Hour kW, kWH, kVA,
PF
Functions Start/Stop, cooling time, LCD
Display, Acknowledgment &
Fault Reset
Protection Short Circuit, Over Load, MCCB
with shut coil for power ckt,
MCB'S for control circuit
BATTERY Rating (AH) 90
Charging Facility Charging Alternator
Battery Metering Ammeter, Voltmeter, built in
Bliss Ear Monitor
Silencer types Residential
location Inside Canopy in Radiator Duct
Exhaust pipe size(inches) 115
EXHAUST SYSTEM Location Hot Air Chamber
Exhaust pipe size in mm 75
FUEL TANK Type Drag type in base frame
Capacity (ltrs) 75
CANOPY Type BOLTED
Sheet metal CRCA
Draft Forced
Insulation Fire retardent FOAM
Noise level at 1 m 75 dBA @ 1 Meter in line with
CPCB norms
OTHER ITEMS Base frame Pressed CRCA Channel
AVMs Qty (Nos.) 4
Emergency stop YES
Internal Lights YES

[0032] The UMD/barge/jetty 104 may have screening arrangement, mooring and cabling and other necessary arrangements to prevent movement of the UMD/barge/jetty 104 and to prevent clogging of aerator blades with floating matter.

[0033] Referring to FIG. 2 is a diagram 200 depicting a top view of the floating type aeration system, in accordance with one or more exemplary embodiments. The top view of the floating type aeration system 200 includes the UMD/barge/jetty 104, distributed generation units 106a,106b, DOG bones 108, the operator cabin 110, the cut mount structures 112a, 112b, 112c, 112d, 112e, 112f, and the aspirator-type aerators 116a, 116b, 116c, 116d, 116e, 116f, and a motorized boat 218. The aspirator-type aerators 116a, 116b, 116c, 116d, 116e, 116f may be configured to operate in a mixing mode and an aeration mode. The aspirator-type aerators 116a, 116b, 116c, 116d, 116e, 116f may be configured to operate only in the mixing mode. The mixing mode may be used when there is sufficient natural aeration to minimize diesel consumption. The floating type aeration system 200 may include not only aspirator-type aerators 116a, 116b, 116c, 116d, 116e, 116f, but also include, any type aeration, and the like.

[0034] Referring to FIG. 3 is a diagram 300 depicting a cutting plane line of the floating type aeration system, in accordance with one or more exemplary embodiments. The cutting plane line of the floating type aeration system 300 includes the distributed generation units 106a,106b and the operator’s cabin 110.

[0035] Referring to FIG. 4 is a diagram 400 depicting a side view of the floating type aeration system, in accordance with one or more exemplary embodiments. The side view of the floating type aeration system 400 includes the aspirator-type aerators 116a, 116b.

[0036] Referring to FIG. 5 is a diagram 500 depicting a front view of the floating type aeration system, in accordance with one or more exemplary embodiments. The front view of the floating type aeration system 500 includes the aspirator-type aerators 116a, 116b, 116c and the motorized boat 218.

[0037] In accordance with one or more exemplary embodiments, the UMD/barge/jetty 104 may be constructed using a material such as a linear low-density polyethylene or equivalent with puff filled. The UMD/badge/jetty 104 may include extremely high resistance to degradation and impact. The design of the UMD/badge/jetty 104 may be suitable to take the load with spares, operators and safety equipment with adequate safety margins. The UMD/badge/jetty 104 may be suitable for routine and breakdown maintenance of equipment mounted on it. The UMD/badge/jetty 104 may be movable from one location to another location. The floating type aeration system 100/200/300/400/500 may include cabin 110 for the operator, safety equipment and spares. Safety handrails of SS316, suitable anchoring, mooring, and cabling may be provided around the floating type aeration system 100/200/300/400/500. The UMD/badge/jetty 104 may include specifications:

module size:3M LG X2M wide X 400 MM H
MOC-C6 PE with 11 UV stabilized
DECK=CSIRO SLIP RESISTANT CERTIFIED, RAISED TILE PATTERN, SELF DRAINING.
RESISTANCE TO DEGRADATION-EXTREMELY HIGH
RESISTANCE TO IMPACT-EXTREMELY HIGH
LOAD-EACH MODULE UDL OF 1.2 T (AT HALF SUBMERSION) AND A LITTLE OVER 2T (AT FULL SUBMERSSION) (+-15%OVER LOAD CAPACITY)

[0038] In accordance with one or more exemplary embodiments, the floating type aeration system 100/200/300/400/500 further includes a motor (not shown) suitable for the aspirator-type aerators 116a, 116b, 116c, 116d, 116e, 116f. A contractor may submit a datasheet of motor for approval. The floating type aeration system 100/200/300/400/500 also includes a blower, a shaft, and propellers. The blower may include a high efficiency regenerative blower sized to provide sufficient airflow to yield the rated oxygen transfer capacity. The aspirator-type aerator 116a, 116b, 116c, 116d, 116e, 116f further includes a shaft configured to drive a mixing propeller and a ring-type diffuser beneath the water surface to disperse the air as fine bubbles into the water. The standard oxygen transfer efficiency of the aspirator-type aerators 116a, 116b, 116c, 116d, 116e, 116f may include a minimum 1.8kg/kW/hr. The shaft or universal joint coupling may be SS316 full-welded to a forged carbon steel universal joint coupling. The shaft may be preferably hollow to promote maximum airflow and oxygen transfer.

[0039] Furthermore, the propellers may be specifically designed to maximize oxygen transfer and mixing characteristics. The propellers may be self-tightening such that the propeller threads tighten on the shaft threads during normal operation. The entire pass through the propeller via the hollow drive shaft along the axis of the propeller hub. The propeller design may be tested in clean water and shown to draw a minimum of 85 percent of the recommended full motor amperage load at nameplate voltage and power factor. The propeller may be designed to allow easy removal and replacement in the field.

[0040] In accordance with one or more exemplary embodiments, the aspirator-type aerators 116a, 116b, 116c, 116d, 116e, 116f may be equipped with SS316 secondary ring diffuser, smaller than the mixing propeller, includes concentric rings of differing diameters fixed to the diffuser body. The ring-type diffuser may be specially designed to maximize oxygen transfer and to prevent self-aspiration when the regenerative blower is turned off to accomplish mixing. The entire flow of forced air may exit through the propeller or atomizer opening.

[0041] In accordance with one or more exemplary embodiments of the present disclosure, the floating type aeration system 100/200/300/400/500 further includes a human machine interface (HMI) controller. The HMI controller has below specifications:

Specifications: HMI Controller
Type of screen: Backlit LED Colour TFT LCD
No. of Ports: 2 USB, 1 COM1
Application memory capacity: 128 MB
Integrated I/O: 8DI,8DO, 4AI, 2AO
Ethernet Port: 1 No.
Display size: 5. 7.
Pixel resolution: 320 x 240 pixels QVGA
Rated supply voltage: 24 V at 20.4...28.8 V DC
Real time clock: Built in
Accessories: Gateway/Routers for Remote Monitor/Control

[0042] In accordance with one or more exemplary embodiments of the present disclosure, the following safety equipment may be provided on the UMD/badge/jetty 104 such as a. Life vests per barge, b. First aid kit per barge, c. Safety rope, and d. Lifeboat 1 number (inflatable). The motorized boat 218 may be configured to access the units. The motorized boat 218 may be suitable for the intended work. All materials and equipment listed in the motorized boat 218 may be standard equipment provided by an equipment manufacturer. The equipment manufacturer may submit a clean water oxygen transfer test before dispatch in accordance to American society or civil engineers, measurement of oxygen transfer in clean water.

[0043] Referring to FIG. 6 is an example diagram 600 depicting the floating measurement device, in accordance with one or more exemplary embodiments. It is necessary to perform extensive water quality monitoring to evaluate the improvement in the quality of water. For monitoring water quality, the floating measurement device 600 may be installed at appropriate locations. The floating measurement device may also be known as environmental buoys. The floating measurement device 600 may include an IoT monitoring system. The floating measurement device 600 may include a deployment tube 602, buoy sensors 604 (for example DB600), an extremely versatile instrument 606, and a doppler current sensor 608. The deployment tube 602 may be configured to deploy at minimum water depth 1.8-meter, maximum operational currents 2 knots, and maximum rolling wave height 1 meter.

[0044] The following are of advantages using the floating measurement device 600:
1. Buoy sensors 604 are fully customizable and water monitoring buoy platforms are designed to ensure they may be adapted and modified as water quality research and monitoring priorities change. The floating measurement device 600 may be configured to house from one to hundreds of sensors, meeting the needs and applications of just about all water quality work.
2. With buoy-based profiling, waterway sampling may occur as frequently as every minute, providing data 24 hours a day, 7 days a week, 365 days a year, providing consistent, high quality, streaming data. This continuous stream of data provides the ability to conduct adaptive sampling or understand water conditions in real-time.
3. With solar power and battery power 610, the floating measurement device 600 may not require an AC outlet (although they it be AC powered if desired). With several telemetry options for remote data access and sensor control, the floating measurement device 600 may be configured to communicate with servers and online systems. With minimal maintenance requirements, the floating measurement device 600 may operate for whole seasons without interruption.
4. Real time data may be shared with the public, creating greater awareness of water quality conditions, temperature, and water quality issues.

[0045] The floating measurement device 600 may be installed at sewage ingress points within the lake with remote telemetry. The water quality may be monitored for dissolved oxygen. The floating measurement device 600 may include, but not limited to, a floating buoy, a mounting plate and accessories, a beacon light, sensors for dissolved oxygen, a central wiper, a mooring clamp kit, a data logger with a simple and intuitive browser based graphical user interface, a single point mooring kit, a chain, a swivel, shackles, mooring line, other miscellaneous accessories, and stainless-steel fender for impact protection.

[0046] The floating measurement device 600 may be constructed of a closed-cell. The floating measurement device 600 may be yellow in color in accordance with international data buoy standards. The floating measurement device 600 may include topside lifting eyes and subsurface mooring eyes for both single-point and two-point moorings. The floating measurement device 600 may support the attachment of instrument mounting cages directly below the centre of the floating measurement device 600. The floating measurement device 600 may be fitted with an integrated data well providing adequate space for batteries and instrumentation. The floating measurement device 600 may support the mounting of both topside and subsurface sensors. A top plate may be pre-drilled for mounting a 1-3 nautical mile range LED beacon and other sensor supports. The plate may accommodate passage of multiple sensor cables and connectors up to 1.5 inches in diameter. The floating measurement device 600 may include a bottom stainless steel instrument cage with a mooring eye for securing instrument clamps to accommodate water quality sondes and other subsurface sensors. The cage may be removable for ease of maintenance and storage when not deployed.
Mooring: Single or two pint
Solar: 2 x 10- watt panels
Battery: 12v/24 amp-hr
Float: Impact-resistant polyurethane, foam filled.
Software: One copy of software required for the entire monitoring network
[0047] In accordance with one or more exemplary embodiments of the present disclosure, the floating type aeration system 100/200/300/400/500 further includes a telemetry system. The telemetry system may be configured to measure values at any time from anywhere in the world with the assistance of network connected computers and smart phones, becomes increasingly more important for users in industry and wastewater treatment plants. Modern online measurement technology may provide a simple and cost-effective integration into local networks, and also into the Internet. Provision of software for the same. The telemetry system may be configured to generate simple to complex alarm conditions based on the data collected.
Beacon: Flashing amber
Other features: one wiper port, auxiliary port for future expansion, tool kit, USB drive for
data extraction.
Deployment: Minimum water depth 1.8-meter, maximum operational currents 2 knots,
maximum rolling wave height 1 meter.
DO Monitor: Sensor assembly compatible with sonde
Central Wiper: Includes two wiper brushes and installation tool. This is to reduce bio
fouling.
All sensors to be plug and play.

[0048] Referring to FIG. 7 is an example diagram 700 depicting the floating type aeration system, in accordance with one or more exemplary embodiments. The floating type aeration system 700 the blower, the shaft, and the propellers. The blower may include a high efficiency regenerative blower sized to provide sufficient airflow to yield the rated oxygen transfer capacity. The shaft may be configured to drive the mixing propeller and the ring-type diffuser beneath the water surface to disperse the air as fine bubbles into the water. The shaft or universal joint coupling may be SS316 full-welded to a forged carbon steel universal joint coupling. The shaft may be preferably hollow to promote maximum airflow and oxygen transfer.

[0049] Furthermore, the propellers may be specifically designed to maximize oxygen transfer and mixing characteristics. The propellers may be self-tightening such that the propeller threads tighten on the shaft threads during normal operation. The entire pass through the propeller via the hollow drive shaft along the axis of the propeller hub. The propeller design may be tested in clean water and shown to draw a minimum of 85 percent of the recommended full motor amperage load at nameplate voltage and power factor. The propeller may be designed to allow easy removal and replacement in the field. The aspirator-type aerators 116a, 116b, 116c, 116d, 116e, 116f may be equipped with SS316 secondary ring-type diffuser, smaller than the mixing propeller, includes concentric rings of differing diameters fixed to the diffuser body. The ring-type diffuser may be specially designed to maximize oxygen transfer and to prevent self-aspiration when the regenerative blower is turned off to accomplish mixing. The entire flow of forced air may exit through the propeller or atomizer opening. The floating type aeration system 700 may include the ultimate modular dock (UMD)/badge/jetty installation 104 configured to extremely high resistant to degradation and impact. The design of UMD/badge/jetty 104 may be suitable to take load of complete floating type aeration system along with spares, operators, and safety equipment with adequate safety margins.

[0050] Referring to FIG. 8 is a flow chart 800 depicting a method for aerating water bodies to treat wastewater or degrade the organic waste across water bodies, in accordance with one or more exemplary embodiments. The method 700 may be carried out in the context of the details of FIG. 1, FIG. 2, FIG. 3, FIG. 4, FIG. 5,FIG. 6, and FIG. 7. However, the method 800 may also be carried out in any desired environment. Further, the aforementioned definitions may equally apply to the description below.

[0051] The method commences at step 802, fluctuating the badge or jetty according to the water levels, unique pencil edges at the bottom side of the anchor frames may go inside the soil. Thereafter, at step 804, moving the badge or jetty from one location to another location by anchor frames connected to an electrical or manual winch. Thereafter, at step 806, increasing the length of the pencil based on the depth of the water body in a modular version. Thereafter, at step 808, operating the aspirator-type aerators in a mixing mode or an aeration mode by an electric motor and a regenerative blower. Here, the mixing mode may be used when there is sufficient natural aeration to minimize diesel consumption. Thereafter, at step 810, driving the mixing propeller and the ring-type diffuser by the shaft of the aspirator-type aerators to disperse the air as fine bubbles into the water. Here, the mixing propeller and the ring-type diffuser beneath the water surface. Thereafter, at step 812, providing sufficient airflow to yield the rated oxygen transfer capacity under the water by the blower and maximizing the oxygen transfer and mixing characteristics by the mixing propeller. Thereafter, at step 814, maximizing oxygen transfer and preventing self-aspiration by the ring-type diffuser when the regenerative blower is turned off to accomplish mixing. Thereafter, at step 816, aerating at different parts of the water-body to treat wastewater or degrade the organic waste by moving the badge or jetty from one location to other location.

[0052] Reference throughout this specification to “one embodiment”, “an embodiment”, or similar language means that a particular feature, structure, or characteristic described in connection with the embodiment is included in at least one embodiment of the present disclosure. Thus, appearances of the phrases “in one embodiment”, “in an embodiment” and similar language throughout this specification may, but do not necessarily, all refer to the same embodiment.

[0053] Although the present disclosure has been described in terms of certain preferred embodiments and illustrations thereof, other embodiments and modifications to preferred embodiments may be possible that are within the principles of the invention. The above descriptions and figures are therefore to be regarded as illustrative and not restrictive.

[0054] Thus the scope of the present disclosure is defined by the appended claims and includes both combinations and sub-combinations of the various features described hereinabove as well as variations and modifications thereof, which would occur to persons skilled in the art upon reading the foregoing description.