System for aeration and seperation of contaminants from flowing water

Information

  • Patent Grant
  • 10246841
  • Patent Number
    10,246,841
  • Date Filed
    Wednesday, June 15, 2016
    8 years ago
  • Date Issued
    Tuesday, April 2, 2019
    5 years ago
  • Inventors
    • Ladkat; Rajendra Vithal
  • Examiners
    • Lagman; Frederick L
    Agents
    • Booth Udall Fuller, PLC
Abstract
A system for aeration and separation of contaminants from flowing water in a channel, comprising: a wall (1) partially embedded in the channel of flowing water; a mesh (4) placed above the wall (1); a plurality of baffles (3, 5) partially embedded in the channel and placed opposite to each other in such manner so as to the increase the distance travelled by water; plants algae planted around and on the baffles (3, 5); a flooring (6) sloping towards flowing water direction; a sink (2) constructed at a depth lower than the flooring (6); and a water wheel (11) placed in flowing water.
Description
FIELD OF INVENTION

System for aeration and separation of contaminants from flowing water of water bodies like rivers, runnels and canals.


BACKGROUND OF THE INVENTION

Water aeration is required in water bodies that suffer from anoxic conditions, caused due to adjacent human activities such as sewage discharges, agricultural run-off and industrial waste discharges into the river. Aeration can be achieved through the infusion of air into the bottom of the river.


Dissolved oxygen is a major contributor to water quality. It's not only crucial for aquatic life but also oxygen breathing for aerobic bacteria that decompose organic matter. When oxygen concentrations become low, anoxic conditions develop that decrease the ability of the flowing water body to support life.


Oxygen can be driven into the water when the wind disturbs the surface of the water body and natural aeration can occur through a movement of water caused by an incoming stream, waterfall, or even a strong flood.


The invention increases the speed and distance travelled by water, increases the water oxygen level, separates and traps the contaminating agents and wastes.


Several attempts have been made to develop an apparatus to aerate flowing water bodies and to separate the contaminants.


Some of relate patents are as follows.


U.S. Pat. No. 7,074,328B2 patent is a mixing, aerating or oxygenating apparatus to aerate or oxygenate ponds, rivers or lakes, sewage or effluent treatment lagoons or beds or to airstrip volatile compounds from water or other solutes by distributing gas through a piped system having a plurality of outlets branching from a common distribution line. In order to deliver a desired quantity of air or oxygen at each outlet, a constant flow regulator is disposed in each outlet which limits the flow to a set amount when the pressure in the pipe system exceeds a predetermined minimum value. In one embodiment, the regulator is chosen to achieve this irrespective of pressure drop along the distribution line. In another embodiment, the regulator is chosen to give the desired output with no pressure drop along the distribution line.


According to U.S. Pat. No. 5,514,285 A, New techniques and means for their utilization are described for substantially improving gas to liquid transfer including aeration of hydroelectric project tail waters and treatment of sewage sludge and sewage treatment effluent or other wastewaters. Liquid flow is directed over an infuser device to separate the liquid into a plurality of free-falling curtains disposed to impinge upon a collection pool there beneath wherein a substantial number of gas bubbles entrained by any particular curtain are acted upon by successive impingements of downstream curtains to effect turbulent interaction, shearing, and re entrainment of such bubbles and substantially increase the residence time thereof in the resulting recombined flow.


According to U.S. Pat. No. 3,462,132 A, A system for surface aeration of water, particularly for aeration or cleaning the water in rivers, lakes, creeks, or along beaches and shores, by means of an aeration rotor mounted on a rotating carrier frame for at least partial immersion into the water to be aerated, said carrier frame being arranged to be anchored at any desired location along a shore where the water is to be aerated.


Hence, there was felt a need for an efficient system for aeration and separation of contamination from flowing water of water bodies like river, runnel and canals which can overcome the disadvantage of the prior art.


OBJECT OF THE INVENTION

An object of the present invention is to provide utmost aeration to the flowing water body without use of any external energy or manpower.


Another object of the present invention is to make the water in the flowing water body cover maximum distance and make it gurgle to maximise the aeration.


Still another object of the present invention is to provide a sink at intervals to remove the silt from the flowing water.


Yet another object of the present invention is to provide a mesh at intervals to separate plastic, tins, weeds and other wastes from the flowing water and remove it manually.


Still another object of the present invention is to provide a system having low cost of installation and is environmental friendly.


Yet another object of the present invention is to provide a technology that improves ground water recharge and water quality.


Still another object of the present invention is to provide an aesthetical view to the river.


Yet another object of the present invention is to reduce the chances of floods caused due to clogging of canals and river.


Still another object of the present invention is to provide an obstruction mesh and wall to reduce the duckweed and unwanted weeds by preventing them from flowing forward and thus reducing the population of mosquitoes and other insects.


Yet another object of the present invention is to prevent the high amounts of silt and contaminants from flowing into dams and river beds that decrease the containing capacity of the water bodies.


Still another object of the present invention is to provide a durable structure to reduce the heavy recurring expenses of cleaning.


Yet another object of the present invention is to reduce the expenses of drinking water treatment.


An added object of the present invention is to provide a cost effective option compared to river cleaning expenses.





BRIEF DESCRIPTION OF THE FIGURES

Other aspects of the invention will become apparent by consideration of the accompanying drawing and their description stated below, which is merely illustrative of a preferred embodiment of the invention and does not limit in any way the nature and scope of the invention.



FIG. 1 illustrates cross-section water bodies like rivers, runnels and canals without water in accordance with the present invention;



FIG. 2 shows a up-and-down flooring of paving blocks, in water bodies like rivers, runnels and canals in accordance with the present invention;



FIG. 3 illustrates cross-section of water bodies like rivers, runnels and canals with water in accordance with the present invention, and



FIG. 4 illustrates a perspective view of water bodies like rivers, runnels and canals in accordance with the present invention.





DETAILED DESCRIPTION

The invention will now be described with reference to the accompanying drawings which do not limit the scope and ambit of the invention. The description provided is purely by way of example and illustration.


Referring to the accompanied drawings, a system for aeration and separation of contaminants from flowing water in accordance with this invention is generally indicated by the reference numeral 10 and is particularly shown in FIG. 1,3 and FIG. 4 of the drawing.


System for aeration and separation of contaminants from flowing water (10) in accordance with the present invention typically comprises of a baffle (3), up and down flooring (6), sink (2) and mesh (4).



FIG. 1 illustrates a cross-section of river/runnel/canal (10) without water and no natural channelization, where 4-5 feet wall (1) is built for channelization. The wall (1) is built with bricks/stones/prefabricated blocks/reinforcement concrete blocks for channelization. The building of channel and its calculations depend on the water body, the amount of water flowing and water carrying capacity according to season change. Generally, one-third of the width of the water body is channelized. A 2-3 feet tall H shape baffle (3) is placed between the channelization to act as an obstruction to the flowing water and to collect mud, silt and other forms of wastes in the sink (2). The sink (2) is at a depth lower than the floor (6). A trolley/gate or other mechanism like conveyor belt system can be made to clean the sink (2) manually, semi automatically or automatically.


A sliding mesh (4) is present above the wall to trap wastes like plastic, tins, weeds and other floating wastes. The sliding mesh (4) can be made in a C shape for the convenience in cleaning the waste. The sliding mesh operated manually, semi automatically or automatically. A different type of mesh is used that allows fish to pass through.



FIG. 2 illustrates the flooring (6) is an up and down surface in such a way that alternate paving blocks have three steps—100 mm, 80 mm and 60 mm (6b) while the remaining paving blocks have 60 mm height (6a). The flooring (6) makes the water hit the baffles and give it a gushing action. The up-and-down flooring (6) causes a gurgling action, thus providing more aeration. The curve shape of the paving block pushes contaminant towards sink and small gap between paving blocks allows filtered water to percolate after passing through sand, stone dust, that are likely to be used as paving block base.



FIG. 3 illustrates a cross-section of river/runnel/canal (10) with water and no natural channelization where 4-5 feet wall (1) is built for channelization. Baffle (5) is sloping towards direction of flow of water, placed at an interval of 5 meters (changeable distance) with a height of 2-3 feet. The construction is in a H-shape so as to hold into the base of the water body firmly. The length of the baffle (5) is ¾th of the width of the channel. On the baffle (5) groove, a row of aquatic plants (8) is planted with the help of pebbles, sand and soil (9). These plants absorb the toxic gases present in the water and adds oxygen to the water. The baffle (5) acts as a barrier for the flowing water (7), making the flowing water (7) change its direction multiple times and providing maximum aeration in minimum distance. Baffles (5) increase the levels of oxygen and separated containments in the sink (2). The orientation of the up and down paving blocks flooring (6) changes according to the direction of the baffle (5) and water flow.


Also, water wheels 11 mounted on the baffles or on channel walls cause aeration and water the aquatic plants.



FIG. 4 illustrates a perspective view of the said system.


Technical Advantages

The system as described herein above offers several advancements over similar products disclosed in the prior art. The present invention works without electricity, unlike any other prior art.


The structure of walls, baffles, paving blocks or brick work and trenches at regular intervals throughout the water body is such that the water has to hit the walls and then pass, increasing the distance travelled by the water. This increases the speed and force of water which also makes sure that the water gushes and not moves slowly. Hence, the entire water is aerated and the oxygen level of the water is increased.


The gushing water hits the obstruction and reduces duckweeds and other unwanted weeds from flowing forward. The mesh placed at the intervals traps plastic, tin cans, bottles and other wastes and stops them from flowing ahead.


The materials used for building the blocks are such that the water can percolate through them, thus this technology is absolutely environment friendly.


The construction being impermanent and removable, it can be removed with ease without further damage, if unsuitable.


Economic Significance


The present invention works on the placement of brick construction, trenches and walls at regular intervals throughout the flowing water body. Unlike any other prior art, this technology doesn't require any source of electricity or alternate form of energy or complex structure and maintenance.


The trapped waste like plastic, tins and other wastes and weeds need to be removed manually every month. The well placed trenches, walls and meshes reduce cleaning expense, time and manpower drastically.

Claims
  • 1. A system for aeration and separation of contaminants from flowing water that provides clean water and reduces contamination in a channel of flowing water, said system comprising: a. a wall (1) partially embedded in the channel of flowing water;b. a mesh (4) placed above said wall (1);d. a plurality of baffles (3, 5) partially embedded in said channel and placed opposite to each other in such manner so as to increase the distance travelled by said water;f. plants or algae planted around and on said baffles (3, 5);h. a flooring (6) sloping towards flowing water direction;i. a sink (2) constructed at a depth lower than said flooring (6); andj. a water wheel (11) placed in flowing water.
  • 2. The system for aeration and separation of contaminant from flowing water as claimed in claim 1, wherein said contaminated flowing water is water of river, canal, and runnel.
  • 3. The system for aeration and separation of contaminant from flowing water as claimed in claim 1, wherein said wall (1) is made of precast block, bricks, reinforced concrete, precast reinforced concrete block, and stone.
  • 4. The system for aeration and separation of contaminant from flowing water as claimed in claim 1, wherein said mesh (4) is mounted on said wall (1) or fitted with sliding arrangement, operated manually, semi automatically or automatically.
  • 5. The system for aeration and separation of contaminant from flowing water as claimed in claim 4, wherein said mesh (4) is of C shape or straight shape, at least in one part.
  • 6. The system for aeration and separation of contaminant from flowing water as claimed in claim 1, wherein said baffle (3, 5) is made of precast block, bricks, reinforced concrete, precast reinforced concrete block, and stone.
  • 7. The system for aeration and separation of contaminant from flowing water as claimed in claim 1, wherein separated contaminants collected in said sink (2) are removed manually, semi automatically or automatically.
  • 8. The system for aeration and separation of contaminants from flowing water as claimed in claim 1, wherein said flooring (6) is an up-and-down step flooring made with combination of interlocking stepped and flat blocks.
  • 9. The system for aeration and separation of contaminant from flowing water as claimed in claim 8, wherein said up and down step flooring is made up of bricks, stone, and concrete.
  • 10. The system for aeration and separation of contaminant from flowing water as claimed in claim 1, wherein said water wheel (11) is mounted on a baffle (5).
  • 11. The system for aeration and separation of contaminant from flowing water as claimed in claim 1, wherein said water wheel (11) is mounted on said channel.
Priority Claims (1)
Number Date Country Kind
2315/MUM/2015 Jun 2015 IN national
PCT Information
Filing Document Filing Date Country Kind
PCT/IN2016/000156 6/15/2016 WO 00
Publishing Document Publishing Date Country Kind
WO2016/203493 12/22/2016 WO A
US Referenced Citations (32)
Number Name Date Kind
2442358 Harp Jun 1948 A
3462132 Kaelin Aug 1969 A
3671022 Laird Jun 1972 A
3884810 Smyrnow May 1975 A
3887459 McLaughlin Jun 1975 A
4813812 Hasegawa Mar 1989 A
4824284 Akai Apr 1989 A
4876004 Verhoeff Oct 1989 A
5106504 Murray Apr 1992 A
5154537 DeVries Oct 1992 A
5228800 Akai Jul 1993 A
5514285 Rizk May 1996 A
5938936 Hodges Aug 1999 A
6000880 Halus Dec 1999 A
6267533 Bourg Jul 2001 B1
7074328 O'Hara Jul 2006 B2
7150239 Blumenthal Dec 2006 B2
7179387 DeBusk Feb 2007 B2
7226242 LeBuffe Jun 2007 B2
9797106 Smith Oct 2017 B1
9834898 Chen Dec 2017 B2
9850149 Fulford Dec 2017 B2
20060018716 LeBuffe Jan 2006 A1
20080075535 Han Mar 2008 A1
20090022549 Wartmann Jan 2009 A1
20110108472 Kania May 2011 A1
20120012516 Torres Junco Jan 2012 A1
20130125825 Kania May 2013 A1
20140314484 Pierce, Jr. Oct 2014 A1
20140326648 Gomes De Oliveira Nov 2014 A1
20150041376 Fulford Feb 2015 A1
20160032547 Armanini Feb 2016 A1
Foreign Referenced Citations (2)
Number Date Country
2363429 May 2003 CA
WO-2005058762 Jun 2005 WO
Related Publications (1)
Number Date Country
20180171571 A1 Jun 2018 US