WO2009041829A1 - Effluent disposal - Google Patents
Effluent disposal Download PDFInfo
- Publication number
- WO2009041829A1 WO2009041829A1 PCT/NZ2008/000246 NZ2008000246W WO2009041829A1 WO 2009041829 A1 WO2009041829 A1 WO 2009041829A1 NZ 2008000246 W NZ2008000246 W NZ 2008000246W WO 2009041829 A1 WO2009041829 A1 WO 2009041829A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- effluent
- liquid
- flow
- discharge
- pods
- Prior art date
Links
Classifications
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01C—PLANTING; SOWING; FERTILISING
- A01C3/00—Treating manure; Manuring
-
- 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
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- 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
- C02F1/006—Water distributors either inside a treatment tank or directing the water to several treatment tanks; Water treatment plants incorporating these distributors, with or without chemical or biological tanks
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/32—Nature of the water, waste water, sewage or sludge to be treated from the food or foodstuff industry, e.g. brewery waste waters
- C02F2103/327—Nature of the water, waste water, sewage or sludge to be treated from the food or foodstuff industry, e.g. brewery waste waters from processes relating to the production of dairy products
-
- 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
Definitions
- the present invention relates to a system for reducing effluent volume and/or disposing of dairy effluent.
- Dak ⁇ ' effluent comprises some or all of (i) shed effluent; (ii) plant effluent and ( ⁇ i) yard effluent.
- intensive dairying eg, as in Southland, New Zealand
- Shed effluent includes that usually hosed from a shed after milking but may include at least some of the plant effluent.
- Plant effluent includes that of bucket cleaning, reverse flow cleaning, jetter cleaning and washdown systems.
- Yard effluent is generated by water addition to the yard.
- Manual yard cleaning systems are hose systems and hydrant systems. Automated yard cleaning systems can reduce some of the requirement for labour input. Options known for automated yard cleaning systems include backing gate cleaning systems and flood wash systems.
- Backing gate cleaning usually involves both scrapers and water jets or outlets mounted on the backing gates.
- the present invention recognises the prospect that the dairy effluent can be disposed on pasture or land.
- Effluent outflow varies from dairy to dairy but litres of effluent are usually in the range from 30 to 100 litres per cow per day.
- a typical dairy farm has an effluent outflow of about 50 litres per cow per day.
- a suitable system for disposing of effluent in a pumped system is the K-line effluent system of RX Plastics Limited New Zealand that requires solid reduction in the effluent prior to its being pumped to pods to apply the farm dairy effluent.
- K-line pods typically have a throw of about 10m. ' Intermittent pumping to such pods has been proposed such that, by way of example, approximately 8mm of effluent is applied in about just under 6 hours. Nevertheless compliance remains an issue.
- the present invention recognises that the compliance is readily achieved with a system adapted to apply effluent at a rate of only a very few mm per day. Such a rate is less than 5mm. Preferably the rate is less than 2.5mm per day (most preferably less man 0.5mm per day).
- the present invention recognises benefits arise from multiple deployed arrays of pods, each fed from a flow director that is more downstream in the effluent flow than a flow director itself downstream of the pumping system. These benefits will allow or ensure the desired low mm applications over a day, week or more as a result of selectivity (by out flow control) to the arrays of pods.
- the present invention recognises an advantage for a preferably nodal system of effluent despatch to deployed pod arrays of preferably about 0.5mm per application with there being no more than preferably three such applications through the same pods over a day.
- Such low application rates are achievable by having deployed pods selectively able to be fed effluent (and not requiring their removal for use elsewhere) and ensuring selective feeding via a right status at two nodes eg, each of a flow director of at least two flow directors in series.
- a nodal indexing valve is used as at least one flow director to provide the requisite field feeds.
- the present invention also recognises an advantage to be derived from the use of some recirculation of the effluent (preferably after some solids separation) back preferably (A) through a backing gate jetting or porting system, OR (B) through a flood wash system, thereby to reduce the overall volume of farm effluent contribution from the yard cleaning.
- the invention is, in or for a dairy effluent disposal system, a separation means comprising or including a storage reservoir to receive dairy effluent and a liquid outtake from the storage reservoir; wherein at least one wall, through which liquid can weep, holds or is adapted to hold solids of sufficient size from said liquid outtake.
- the storage reservoir allows machine (eg, front end loader) removal of solids that do not pass through said wall(s).
- machine eg, front end loader
- said at least one wall is slatted.
- a pair of opposing (eg, parallel) walls across the reservoir defines two reservoir zones separated by a weeping wall from said outtake.
- the slatted wall(s) is (are) of vertically running slats (eg, to allow a sliding down of solids not able to be carried through between slats.
- the invention consists in separation means for separating some solids from liquid and smaller solids, said apparatus comprising an open reservoir to receive dairy effluent, a liquid outtake from within said reservoir, and a pair of wall(s) on opposite sides of said liquid outtake to restrict movement of solids not able to weep through the wall(s) to said liquid outtake.
- said wall(s) are slatted.
- said slats are vertical slats.
- the invention consists in a dairy effluent disposal system having reticulation to multiple arrays of dispensing pods such that, without movement of the pods, and by control of flow to each array over time a disposal rate of below 10mm per week (preferably less than 5mm (per week) can be achieved with a maximum of less than lmm (preferably a maximum of about 0.5mm) per application.
- such reticulation is through at least two flow directors.
- the pumping to the first said director is from a collected and/or collecting effluent, preferably from which at least solids of a size that present an issue from the dispensing pods point of view has been removed.
- the control of flow is to provide intermittent flows.
- the invention consists in a dairy effluent disposal system where pumped effluent outflows [selectively (automatically or manually controlled)] via a series of at least two flow directors intermittently into each of a plurality dispensing pod arrays.
- the selectivity is by time control and/or sequential control of outflow or valve indexing control of outflow.
- the invention is apparatus for dairy effluent disposal, said apparatus comprising or including, as part of a reticulation and release system; a pump to intake effluent and to discharge it, a primary flow director to receive the effluent discharged by the pump and to discharge selectively over time, a plurality of secondary flow directors, each to receive over time discharge effluent from the primary focus flow director, and deployed arrays of effluent release devices, each array being on or over land and each array receiving a flow of effluent to release when its array is selected (manually or automatically) (sequentially or otherwise) to receive effluent by both being the primary and its secondary flow director.
- the invention is a dairy effluent disposal system having (a) effluent reticulation to multiple on land discharge arrays, whereby
- effluent can be reticulated intermittently for intermittent discharge from each
- the pumping is via first a primary flow director adapted with each of at least some of its outlets to feed a secondary flow director from which its outlets each feeds to a said array.
- At least said primary flow director directs flow at least two ways.
- at least each secondary flow director can direct flow at least two ways.
- each secondary flow director can divert flow at least three ways (more preferably at least four ways).
- a preferred embodiment has at least one or more of the secondary flow directors directing flow six ways.
- said primary flow director can direct flows at least three ways. More preferably four ways. In one particular embodiment a primary flow director can direct flows six ways.
- each array of outlets is, for example, a typical K-line pod or other dispensing apparatus and there may, by way of example, be at least 10 pods.
- the number of pods can be any number at least two per array with no closed number. More preferably 2 to 100. Most preferably, and by way of example, the number of pods is of the order from 10 to 50 eg, about 24-25.
- the primary flow director is a serial director of flow and preferably not a flow director that partitions between that phrase.
- the secondary flow directors are rotary valved directors that again over most of the outflow do not partition outflows ie, the flow is largely or totally "on" or largely and totally "off.
- the invention is a method of on land disposal of dairy effluent which uses pumping apparatus into a reticulation system to on pasture or field discharge arrays, wherein the method comprises, in such a reticulation system, passing the pumped flow of effluent to each individual array via first a primary flow directing apparatus and second a secondary flow directing apparatus only when the primary flow directing apparatus feeds the dedicated secondary flow apparatus to the array and arrays dedicated secondary flow apparatus so allows its feed to and through its discharge array.
- the invention is a method of on land disposal of dairy effluent at environmentally acceptable low discharge rates to multiple land areas, each of which land area has its own dedicated array of discharge heads or pods ("pods"), further characterised in that to discharge effluent to a particular array of pods there must be a pumped flow to and through a primary flow director and from thence to and through a secondary flow director.
- pods dedicated array of discharge heads or pods
- the primary flow director feeds selectively or intermittently, or both (preferably without any or long periods of flow partition) to a secondary flow director, being one of'at least two secondary flow directors and that or each secondary flow director feeds selectively or intermittently, or both (preferably without any or long periods of flow partition) to each of the arrays it feeds.
- the pumping is from an effluent collection.
- the flow directors serial feed each of their outlets.
- X is at least two (preferably two to six (eg, four));
- Y is at least two (preferably at least four (eg, six)), and each Y can be the same or different;
- the invention is a method of dairy effluent control and disposal where the disposal on to land is on a daily basis during the milking season and at a daily rate of less than 5mm via a noded reticulation system to dedicated in pasture and/or in field arrays of discharge heads or pods ("pods"), the nodes being used to stagger during each day the feed for one or more periods each day to an array and/or each of the arrays.
- the rate is less than 2mm/day.
- the effluent has been reduced in volume by effluent being sprayed/discharged from the backing gate.
- the pumped feed is from a sump from which large solids content is substantially excluded.
- at least two nodes must serially pass a flow to allow passage to an array.
- some recycled effluent is used for yard clearing eg, via a backing gate system or a flood wash system.
- the present invention is a system for recycling and disposing of effluent from a farming facility comprising: a solids separation means for at least substantially separating the solid content of said effluent from the liquid content of said effluent ("liquid effluent"), a storage means for storing said liquid effluent, a distribution node for distributing said liquid effluent from said storage means to multiple discharge zones, and a discharge means for discharging said liquid effluent in each said discharge zone, wherein a portion of said liquid effluent may be recycled from said storage means for reuse in said farming facility.
- a solids separation means for at least substantially separating the solid content of said effluent from the liquid content of said effluent ("liquid effluent")
- a storage means for storing said liquid effluent
- a distribution node for distributing said liquid effluent from said storage means to multiple discharge zones
- a discharge means for discharging said liquid effluent in each said discharge zone, wherein a portion
- said solid separation means includes at least one liquid permeable wall to facilitate the separation of said liquid effluent from said solid effluent.
- said storage means includes a first storage tank and a second storage tank.
- liquid effluent can be recycled from said first storage tank to said farming facility (eg, to a backing gate yard cleaning and/or flood wash system).
- liquid effluent can be transported from said first storage tank to said second storage tank.
- a filtering means filters said liquid effluent prior to it being transported to said second storage tank.
- liquid effluent can be transported from said second storage tank to said distribution node.
- said distribution node is a rotary valve.
- said rotary valve can distribute effluent flow to multiple discharge zones.
- each said discharge zone there is a distribution node located within each said discharge zone.
- said distribution node located within each said discharge zone distributes said liquid effluent to multiple discharge heads or pods ("pods").
- the pods are in arrays and each array requires its selection by the distribution node in order to receive a flow.
- the present invention consists in a method of recycling and disposing of effluent from a farming facility comprising the steps of: collecting effluent from said farming facility, separating the solid content of said effluent from the liquid content of said effluent ("liquid effluent"),
- the recycling can be for yard cleaning purposes (eg, via a flood, wash, or other system).
- die invention consists in apparatus systems, procedures or methods substantially as herein described or inherent in the description and/or any one or more of the accompanying drawings.
- air effluent means some or all of the effluent kinds previously described and may mean all or some of it.
- pods refer to any on pasture or field (eg, agricultural) release mechanism. It may be pods of the aforementioned K-line system. As used herein “mm” in respect of application is as customarily used in the effluent disposal art.
- flow director can include flow splitting but preferably does not. Preferably it is any suitable selector than moves (preferably automatically) from one selection to another thereby to provide intermittency of flow (preferably over hours rather than minutes).
- low discharge rates are very much below the 8mm/day low rates referred to in prior art in respect to K-line usage.
- the term "slat”, “slats” or variations of it include any suitable boards or other elongate members (eg, of steel, fibreglass, aluminium, plastics, etc.) able to be edgewise position one against the other so as to allow weeping of liquid between the elongate members. It matters not what material such elongate members are made eg, whether wood or other.
- Figure 1 is a plan view of an effluent disposal system
- Figure 2 is a plan view of a first form of solids removal facility
- Figure 3 is a cross-section view of the solids removal facility of Figure 2
- Figure 4 is a cross-section view of two holding tanks
- Figure 5 is a plan view of an effluent disposal system
- Figure 6 is a plan view of a sprinkler system for use within a effluent disposal system
- Figure 7 is a plan view of a flood wash system for a dairy shed yard
- Figure 8 shows a variation of the embodiment of Figure 1
- Figure 9 shows a variation of the embodiment of Figure 2
- Figure 10 shows the solids separation facility of Figure 9 in diagrammatic' crossection
- Figure 11 show a pair of slatted weeping walls providing a protected liquid uptake zone
- Figure 12 is a perspective of the arrangement of Figure 11.
- a yard, pad or floor 1 may contain animals such as cows.
- a yard 1 may be used to hold cows prior to, or after milking has occurred. Milking may occur in the adjacent milking facility 2. While cows are being held in the yard 1 they may excrete waste which may build up on the floor of the yard 1. A build up of solid waste on the floor of the yard 1 creates an unpleasant odour and unsuitable conditions for the cows. There is dierefore a need to clean the floor of the yard 1.
- a backing gate 3 may be employed within the yard 1 , which is able to move along the length of the yard 1.
- the backing gate 3 preferably has a cleaning system 4 (eg, spray nozzle system) which cleans the solid waste of the floor of the yard 1.
- the cleaning system 4 may spray water or effluent water to wash away the solid waste.
- the solid waste/water mixture may be collected at point 5 and pumped or gravity fed, via pipe 6 to a solids removal facility 7.
- a solids removal facility 7 may for example be a "weeping wall" facility.
- the effluent pumped or gravity fed through pipe 6 may enter the solid removal facility 7. There may two ponds, pond 10 and pond 11. Alternatively any number of ponds may be employed with the solid removal facility 7.
- the gates 12 and 13 can be opened and closed to allow effluent to travel from the pipe 6 into pond 10 or pond 11. If gate 13 was closed and gate 12 was open, effluent would flow and collect in pond 10. Conversely, if gate 12 was closed and gate 12 was open effluent would flow and collect in pond 11.
- the walls 14 have narrow slots which excess liquid from the ponds 10 or 11 can drain through into a central channel 15. Solid waste is therefore collected in the ponds 10 or 11 after the liquid content of the effluent has drained into the central channel 15. The solid waste may be removed by any means from the ponds 10 or 11.
- Figure 3 shows a cross-sectional view of the solid removal facility 7.
- the line 20 represents the ground level, the solid removal facility 7 is therefore preferably located in the ground.
- Effluent enters the solid removal facility 7 through pipe 6 where it is held.
- the liquid part of the effluent may drain through the wall 14 while the solid part of the effluent collects in the pond 10 or 11.
- the liquid effluent that is collected in the channel 15 may be pumped by a sump pump 16 through a pipe 17.
- the pipe 17 may be connected to a tank 30.
- the tank 30 can preferably hold, for example, between 10,000 to 100,000 (preferably 25,000 to 30,000) litres of liquid effluent.
- Effluent which accumulates in the tank 30 can be pumped via pump 31 to the backing gate 3 where it can be used for the cleaning system 4.
- the effluent is therefore recycled and used to clean the solid waste from the floor of the yard 1.
- This system of recycling the effluent may therefore be employed to completely clean the yard of solid waste without using any fresh water. This may reduce the water usage per cow to 25 litres per cow.
- Effluent may also flow from tank 30 to tank 32 via a pipe 33. Before passing through pipe
- the effluent may pass through a filter 34.
- the filter 34 may be any suitable filter that can stop any solids or hair from passing into the tank 32. All solids and hair will therefore remain in the first tank until pumped out via pipe 31 to the cleaning system 4.
- An example of a filter which may be used is the "Bio Filter” which has a 3mm filter screen.
- effluent may be pumped from tank 32, via pipe 40 to a six port rotary valve 41.
- each port rotary valve 41 with six mains feed lines 42. Effluent may be pumped through the rotary valve 41 as desired. A backup pump may be incorporated into the system, should the primary pump fail. At the end of each main feed line there is preferably a four port rotary valve 50. Each four port rotary valve 50 feeds four different effluent fields via pipes 51.
- Each pipe 51 may have 4 effluent disposal sprinkler systems 52.
- Figure 6 shows the effluent disposal systems 52, each one having six pods 53.
- a system may, for example, be a "K-line" system.
- the sprinkler system 52 is a flexible hose line sprinkler system having a low application rate.
- the sprinkler system has a series of plastic pods 53 protecting a small sprinkler firmly attached to low density polythene pipe.
- the system is preferably be run on low pressure and is designed to distribute effluent liquid on a slow absorption method for up to a 24 hour period, firstly to eliminate the need to shift irrigation several times a day and secondly, to allow maximum absorption into the soil, reducing run-off and pooling. Operation at low pressure will help to rninimise aerosol creation and therefore smell.
- the small, flexible, strong, lightweight lines can be shifted in only minutes by a 4 wheeled motor bike, by simply driving across the paddock.
- a dairy effluent disposal system has a six port rotary valve at the pumping shed, every time the pump turns on the rotary valve will rotate to the next port and divert the liquid down another mains deed line.
- At the end of each mains feed Line is a four port rotary valve feeding four different effluent fields with 24 pods in each field.
- the system will allow for a farmer to set and forget as the pods will only need to be shifted from one end of the paddock to the other when the grass and seed heads needs to be topped.
- the application rate would be 4.3mm per week and a maximum of 0.5mm per application. It would take 10 hours rninimum before an application is re-applied to the same field.
- the area of land that is required in this example is approximately 5400m 2 per effluent field. For 24 effluent fields, this equates to 129600m 2 , or 32 acres. There is also a requirement for an alternative field, therefore the total area of land required is 64 acres.
- the following example may be used to illustrate the effluent output per cow assuming the effluent is recycled to the backing gate.
- Figure 7 shows an arrangement where recycling effluent is used for yard clearance by a flood wash system.
- Another method is to open a large tap and spew water at volume onto the yard.
- the arrangement of Figure 7 has the dairy shed 54 and a yard 55.
- the weeping wall arrangement 56 feeds a dump tank 57 prior to excess being fed to holding tank 58.
- the flood wash conduit 59 with multiply outlets is set to provide flooding and collected run-off from yard 55.
- FIG. 9 The arrangement of Figure 9 is more preferred to that as previously described in that there is shown diagrammatically (preferably within a deer fence or the equivalent (not shown)) an optional pump shed 61 and two 30,000 litre RX plastic tanks 62 which are preferably about 3.9m 2 in diameter.
- a pipe such as a 150mm diameter PVC pipe 63, from the cow shed adapted to feed in one direction 64 as shown, or when desired, in the other direction 65 when desired.
- Such a feed is preferably above the weeping walls 66 and 67 which, as a pair, keep the outtake (which is within the vicinity 68 not shown) clear from the solids collection zones 69 and 70 respectively.
- zones 69 and 70 are preferably of a concrete bottom eg, for example 10cm thick preferably with NOVAFLOTM range 71 and 72 respectively in gravel underneath to minimise tank flotation with ground water.
- An excavator can be used to remove solids from time to time.
- a main out feed of liquid from 68 within the weeping wall structure Preferably there is, in addition to any out feed from zones 71 and 72 of liquid, a main out feed of liquid from 68 within the weeping wall structure.
- a plastic 200 litre drum used as a sump from which the out feed is provided.
- Figure 11 shows an arrangement as actually constructed where there are slats 73 and 74 (eg, treated timber boards) held apart by appropriate framing with a walkway 75 thereover.
- a handrail or the like arrangement 76 is preferably provided.
- Figure 12 shows the structure of Figure 11 from one side from which it can be seen that there are parallel slats to allow weeping from that side. The same occurs with the other wall 74.
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- Life Sciences & Earth Sciences (AREA)
- Soil Sciences (AREA)
- Environmental Sciences (AREA)
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Abstract
Description
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Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB1004986A GB2466586A (en) | 2007-09-26 | 2008-09-19 | Effluent disposal |
AU2008304017A AU2008304017B2 (en) | 2007-09-26 | 2008-09-19 | Effluent disposal |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NZ561997A NZ561997A (en) | 2007-09-26 | 2007-09-26 | Effluent disposal |
NZ561997 | 2007-09-26 | ||
NZ562216 | 2007-10-03 | ||
NZ56221607 | 2007-10-03 |
Publications (1)
Publication Number | Publication Date |
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WO2009041829A1 true WO2009041829A1 (en) | 2009-04-02 |
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ID=40511641
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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PCT/NZ2008/000246 WO2009041829A1 (en) | 2007-09-26 | 2008-09-19 | Effluent disposal |
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Country | Link |
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WO (1) | WO2009041829A1 (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4897194A (en) * | 1987-09-11 | 1990-01-30 | Olson David A | Liquid separating apparatus |
DE19847978A1 (en) * | 1997-11-07 | 1999-05-12 | Sw Umwelttechnik Stoiser & Wol | Waste water treatment assembly separating sludge and oil from industrial effluent |
-
2008
- 2008-09-19 WO PCT/NZ2008/000246 patent/WO2009041829A1/en active Application Filing
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4897194A (en) * | 1987-09-11 | 1990-01-30 | Olson David A | Liquid separating apparatus |
DE19847978A1 (en) * | 1997-11-07 | 1999-05-12 | Sw Umwelttechnik Stoiser & Wol | Waste water treatment assembly separating sludge and oil from industrial effluent |
Non-Patent Citations (2)
Title |
---|
DAVID HOULBROOKE ET AL.: "Using low rate Irrigation To Apply Farm Dairy Effluent To Land In Otago", AGREARCH, INVERMAY AGRICULTURAL CENTRE, MOSGIEL, May 2006 (2006-05-01), Retrieved from the Internet <URL:http://www.maf.govt.nz/sff/about-projects/search/03-041/03041> [retrieved on 20081118] * |
IAN HOWATSON: "Dairy Effluent Deficit Irrigation for Environment Bay Of Plenty", AGRICULTURAL ENGINEERING CONSULTANT, August 2006 (2006-08-01), GISBORNE., Retrieved from the Internet <URL:http://www.envbop.govt.nz/media/doc/Agfirst%20title%20page20%contents%20final.doc> [retrieved on 20081118] * |
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