DK9600013U3 - Stage cleaner for rainwater - Google Patents
Stage cleaner for rainwater Download PDFInfo
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- DK9600013U3 DK9600013U3 DK9600013U DK9600013U DK9600013U3 DK 9600013 U3 DK9600013 U3 DK 9600013U3 DK 9600013 U DK9600013 U DK 9600013U DK 9600013 U DK9600013 U DK 9600013U DK 9600013 U3 DK9600013 U3 DK 9600013U3
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- rainwater
- stage cleaner
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Description
DK 96 00013 U3DK 96 00013 U3
Side 1 BESKRIVELSE.Page 1 DESCRIPTION.
Benævnelse - Etaperenser for regnvand.Title - Stage cleaner for rainwater.
Frembringelsens anvendelsesområde.Scope of production.
Etaperenseren vil blive anvendt til rensning af regnvand for lagertank, (se fig. 2.) Således vil synlige urenheder ikke løbe til tank.The stage cleaner will be used to purify rainwater for storage tanks, (see Fig. 2.) Thus, visible impurities will not run to the tank.
Etaperenseren er tænkt som et rensesupplement til private husstande. Regnvandet vil kunne anvendes som delvis erstatning for grundvand.I denne forbindelse vil det være: Toiletskyl,vaskemaskine, bilvask m.m.. Se fig. 7+8+9.The stage cleaner is intended as a cleaning supplement for private households. The rainwater can be used as a partial replacement for groundwater. In this connection it will be: Toilet flush, washing machine, car wash etc. See fig. 7 + 8 + 9th
Udformning♦Shaping ♦
Etaperenseren er et vadretliggende tredelt rensekar med gennemstrømningsforbindelse mellem de inddelte kar.The stage cleaner is a three-layered three-piece cleaning vessel with a flow connection between the divided vessels.
Rensning.Cleaning.
Rensningen foregår i tre etaper (tre zoner).I første og delvis anden zone vil vandet blive forrenset.I anden zone renses vandet finere igennem et skumgummifilter.Purification takes place in three stages (three zones). In the first and partial second zones the water will be purified. In the second zone, the water is finer purified through a foam rubber filter.
Ekstra rensning.Extra cleaning.
Ved ekstraordinært mange flydeurenheder i første zone kan en flydeklods med rørforbindelse til et overløbsrør fjerne disse. Ekstra finrensning kan ligeledes foretages i tredie rensezone med to metoder - som vist på fig. 16 + 17.In the case of an exceptionally large number of floating units in the first zone, a float block with pipe connection to an overflow pipe can remove these. Additional fine cleaning can also be done in the third cleaning zone with two methods - as shown in FIG. 16 + 17.
Udstyr i rensekar.Equipment in cleaning vessels.
I første zone er anbragt en vanddæmpningsmåtte (turbulens - stop). I anden zone er fastgjort et skumgummimodul midtplaceret på et firkantrør med huller i skumgummiområdet. Omtalte filter er til finrensning før tredie klarings/rensezone.A water damping mat (turbulence - stop) is placed in the first zone. In the second zone, a foam rubber module is centered on a square tube with holes in the foam rubber area. The mentioned filters are for fine cleaning before the third clearing / cleaning zone.
DK 96 00013 U3DK 96 00013 U3
Side 2Page 2
Rensning og vedligeholdelse.Cleaning and maintenance.
Skumgummistjernerne i anden zone er lagdelte.De er således nemme at udskifte og rense.Enten ved knytning,spulning i vand eller i vaskemaskine.The foam gum stars in the second zone are layered.They are thus easy to replace and clean.Either by tying, rinsing in water or in washing machine.
Udtomning af urenheder.Emptying of impurities.
I bunden af det tre Delte kar er anbragt tre særskilte aftapningsror til fjernelse af bundslam.Bunds lammet er adskilt med to skillevægge.Man vil således kontinuerligt kunne fjerne slammet særskiltAt the bottom of the three Shared Vessels are three separate drain pipes for removing bottom sludge. The bottom of the lamb is separated by two partitions. Thus, the sludge can be continuously removed separately.
Overlobsror.Overlobsror.
Grundet de forbundne kar vil vandet stå lige hojt i de tre ren-sezoner.Due to the connected vessels, the water will stand just as high in the three clean-season zones.
Overlobsror er således fordelagtigt anbragt lige over normal vandhojde i forste zone.Thus, overflow rudders are advantageously placed just above normal water level in the first zone.
DK 96 00013 U3DK 96 00013 U3
Side3 KENDT TEKNIK.Page 3 PRIOR ART
Enheder til rensning af regnvand fer lagertanke er,på nær een undtagelse,anvendt i meget begrænset omfang i private husstande. På forsegsbasis bruges felgende systemer: 1. Poserens.Except for one exception, rainwater storage tanks are used to a very limited extent in private households. On the basis of seals, the following systems are used: 1. Poserens.
2. Sandrens.2. Sand cleaner.
3. Biologisk rens.3. Biological cleansing.
Regnvandsseperatoren (patenteret).The rainwater separator (patented).
Denne renseenhed fungerer bedst med vandindsamling fra tage på 2 under 25 m .Dog vil man kunne risikere,at urenheder ikke bliver fastholdt,hvis regnmængden bliver for stor.Filteret skal renses efter 2oo - 5oo liter regnvand, og da man på de fleste parcelhuse vil kunne opsamle over 60000 liter pr. år,har denne renseenhed ikke fået nogen større udbredelse.This cleaning unit works best with water collection from roofs of 2 under 25 m. However, you will risk that impurities will not be maintained if the rainfall becomes too large. The filter must be cleaned after 2oo - 5oo liters of rainwater, and since most houses will able to collect over 60000 liters per years, this purification unit has not gained any widespread use.
Poserens.Bag's.
Dette system har,som hjemmefabrikeret enhed,været mest benyttet. Vandet løber her ned i en pose med en maskevidde på ca. o,5 - 1 mm.Vandtubulensen i posen vil virke som en mølle og findele større urenheder. Resultatet bliver en kontinuerlig tilstoppelse af posen.Der er i dette rensesystem intet overløbsrør.As a home-made unit, this system has been most widely used. The water here runs into a bag with a mesh width of approx. o, 5 - 1 mm. The water ambulance in the bag will act as a mill and comminute major impurities. The result is a continuous clogging of the bag. In this cleaning system there is no overflow pipe.
Sandrens.Sand's.
På forsøgsbasis til parcelhuse.On a trial basis for detached houses.
Biologisk rens.Biological cleansing.
På forsøgsbasis til parcelhuse.On a trial basis for detached houses.
DK 96 00013 U3DK 96 00013 U3
Side 4 DET TEKNISKE PROBLEM,DER SKAL LOSES.Page 4 THE TECHNICAL PROBLEM TO BE SOLVED.
De eksisterense renseenheder,man har til rådighed, opfylder ikke de tilsigtede funktioner.Egnede rensemetoder skal opfylde diverse mindstekrav,som følgende punkter vil klarlægge.The existing cleaning units available do not fulfill the intended functions. Suitable cleaning methods must meet various minimum requirements, as the following points will clarify.
Punkt A. Rensekvalitet.Item A. Cleaning quality.
Regnvandet skal være renset i en sådan grad,at synlige urenheder ikke løber til lagertank.The rainwater must be cleaned to such an extent that visible impurities do not flow to the storage tank.
Punkt B. Overløb.Point B. Overflow.
Der skal være et overløbsrør placeret således,at urenset regnvand ikke kan løbe til lagertank ved filterstop eller ekstraordinære regnmængder.There must be an overflow pipe so that uncleaned rainwater cannot flow to the storage tank at filter stops or extraordinary amounts of rain.
Punkt C. Volumen.Item C. Volume.
Størrelsen af renseenhed må i sagens natur være relativ lille, da man ikke kan forvente,at parcelhuse m.m. har store loftshøjder eller ekstra disponible rum.The size of the cleaning unit must by nature be relatively small, as one cannot expect that detached houses etc. has high ceiling heights or extra space available.
Punkt D. Placering af rensemodul.Item D. Location of cleaning module.
Renseenhed skal kunne placeres således,at der er en mulighed for at rense samme.D.v.s. så lavt som muligt i.f.t. lagertanke.Cleaning unit must be positioned so that there is an opportunity to clean the same.D.v.s. as low as possible i.f.t. storage tanks.
Punkt E. Rensninq/vedligeholdelse.Item E. Cleaning / maintenance.
Rensning og demontering af filterenheder skal ubesværet kunne foretages få gange om året.Renseproces skal kunne overskues og bedømmes uden større teknisk indsigt.Cleaning and disassembly of filter units should be carried out effortlessly a few times a year. The cleaning process must be able to be viewed and evaluated without any major technical insight.
Punkt F. Rensekapacitet.Item F. Cleaning capacity.
Rensemodul skal være dimensioneret således,at kapaciteten er 2 beregnet til almindelige parcelhuse op til 15o m .Cleaning module must be dimensioned so that the capacity is 2 intended for ordinary detached houses up to 15o m.
Bedømmelse af kendte som mindre kendte renseenheder vil i skema 1 blive sammenlignet med udgangspunkt i de her skitserede mindstekrav, (punkterne A-F).Assessment of known and lesser-known cleaning units will be compared in Scheme 1 with reference to the minimum requirements outlined here (points A-F).
DK 96 00013 U3DK 96 00013 U3
Side 5 Skema 1Page 5 Schedule 1
Opfylder ikke Opfylder punkterne punkterne A B C D E F A B C D E F 1. Poserens X X X X X X 2. Sandrens X X X X X X 3. Biologisk rens X X X X 4. Regnvandsseperator X X X X X XDoes not meet the points Does not meet the points A B C D E F A B C D E F 1. Poser's X X X X X X 2. Sand cleaner X X X X X X 3. Biological cleaner X X X X 4. Rainwater separator X X X X X X
O.B.S.O.B.S.
Der er ikke informationer (viden) nok til at bedømme biologisk rens i parcelhusmålestok med hensyn til punkterne A og E.There is not enough information (knowledge) to judge biological cleaning on a semi-detached scale with regard to points A and E.
DK 96 00013 U3DK 96 00013 U3
Side 6 DEN NY TEKNIK.Page 6 THE NEW TECHNOLOGY.
Etaperenseren til regnvand er ny ved en kombination af kendte teknikker.The rainwater stage cleaner is new by a combination of known techniques.
En forrense-enhed for lagertanke med vandindtag i karsiderne. Frembringelsen er udstyret med særskilte zoneinddelte aftapningsror for slamudtomning.A purge unit for storage tanks with water intake in the vessel sides. The generation is equipped with separate zoned drain pipes for sludge emptying.
Den er kendetegnet ved et åbent,vandretliggende,tredelt gen-nemstromningskar.It is characterized by an open, horizontal, three-part flow-through vessel.
Som mellemrensningsenhed benyttes et stjerneformet,lagdelt skumgummifilter monteret på et centerplaceret firkantror med gennemstromningshuller i skumgummiopmrådet.As an intermediate cleaning unit, a star-shaped, layered foam rubber filter is mounted on a centered square tube with flow holes in the foam rubber area.
DEN TEKNISKE VIRKNING.TECHNICAL EFFECT.
Kimudvikling.Embryo development.
Ved forrensning med etaperenseren vil diverse urenheder blive tilbageholdt,således at næringsindholdet i det oplagrede tankvand vil blive kraftigt reduceret - med henblik på at undgå kimudvikling.When purifying with the stage cleaner, various impurities will be retained, so that the nutrient content of the stored tank water will be greatly reduced - in order to avoid germ development.
(Procesdrev ved kimudvikling: lys + varme + næring.) Vandturbulens.(Process drive for germ development: light + heat + nutrition.) Water turbulence.
Den på fig. lo (2) viste vandturbulensmåtte vil fordele/dæmpe således,at det i hele karrets bredde vil stromme roligt videre gennem huller i skillevæg mellem rensezone 1 og 2.Når vandet er nået ind i 2. rensezone,vil det ramme skålén,der holder de stjerneformede rensemoduler.Herved opstår der et yderligere vandturbulensstop.Skumgummiets store areal vil ligeledes virke som turbolensstop for vandet.The FIG. lo (2) the water turbulence mat shown will distribute / dampen so that throughout the width of the vessel, it will flow smoothly through holes in the partition between the cleaning zone 1 and 2. When the water has reached the second cleaning zone, it will hit the bowl holding the star-shaped purification modules. This results in a further water turbulence stop. The large area of the foam will also act as a turbulence stop for the water.
Klaringszoner♦Clarification Zones ♦
Grundet turbulensstopanordningen vilder opstå rolige zoner i vandet,således at urenheder vil fordeles i top og bund.Se fig. 15.Hermed vil den i 2. rensezone anbragte skumgummimodul blive kraftig aflastet for større urenheder.Due to the turbulence stop device, calm zones will form in the water, so that impurities will be distributed at the top and bottom. 15. This will cause the foam module located in the 2nd cleaning zone to be heavily relieved for major impurities.
DK 96 00013 U3DK 96 00013 U3
Volumen af etaperenser. Side 7Volume of stage cleaner. Page 7
Sammenlignet med andre kendte og mindre kendte renseenheder for lagertank vil etaperenseren i forhold til de ydre mål have en stor rensekapacitet,hvilket skyldes følgende faktorer: 1. En konstruktion med vandet strømmende vandret som muliggør en renseeffekt før skumgummifilter - grundet klaringszoner.Compared to other known and lesser-known storage tanks for storage tanks, the stage cleaner relative to the exterior dimensions will have a large cleaning capacity, which is due to the following factors: 1. A water flowing horizontal structure that allows a cleaning effect before foam rubber filter - due to clearance zones.
2. Et stjerneformet skumgummifilter,der grundet udformingen, får et relativt stort renseareal.2. A star-shaped foam filter which, due to its design, has a relatively large cleaning area.
Placering af etaperenser.Location of stage cleaner.
Grundet vandindtag/vandudtag i siderne behøver frembringelsen ikke nødvendigvis at placeres over lagerbeholder.Enheden vil kunne anbringes i lav højde i forhold til lagertanken.Due to the water intake / water outlet in the sides, the production need not necessarily be placed above the storage tank. The unit will be able to be placed at a low height relative to the storage tank.
Skumgummifilts placering.Location of foam rubber felt.
Som det ses på fig. 2 A (16) og fig. 13 (16) er skumgummipladerne placeret midt i mellem urenheder,der flyder/bundfældes.As seen in FIG. 2A (16) and FIG. 13 (16), the foam sheets are located in the middle of floating / settling impurities.
Der henvises til fig. 15 (21 -22-23).Referring to FIG. 15 (21-22).
Alternativ anbringelse af rensefilt.Alternative application of cleaning felt.
Girundet de på fig. 14 A viste fastspændelsesanordninger er det muligt,at benytte hele renseenheden i andre beholdere.Rounded up in FIG. 14A, it is possible to use the entire cleaning unit in other containers.
Fastgørelse af skumgummi.Foam rubber fastening.
Det lagdelte filt midtstyres af firkantrør.Ved hjælp af endeskålen og to messingstænger med gevind i de frie ender kan modulerne fastspændes.Fastspændeisen med fløjmøtrikker foretages i anden skillevæg.Se fig. 14 og fig. 14 A ang. udformning/ fastgørelse.Se fig. 11 ang. huller til messingstænger og hul for firkantrør.The layered felt is centered by square tubing. The modules can be fastened by means of the end bowl and two brass bars with threads at the free ends. The fastening ice with wing nuts is made in the second partition. 14 and FIG. 14 A regarding design / fastening. See fig. 11 for holes for brass rods and holes for square pipes.
Udvidelse af skumgummiareal.Expansion of foam rubber area.
Opbygningen med lagdelte skumgummimoduler på 3 cm tykkelse indebærer at rensearealet kontinuerligt kan udvides.Dette vil indebære et længere rør og længere fastgørelsesstænger.The construction with layered foam modules of 3 cm thickness means that the cleaning area can be continuously expanded.This will involve a longer pipe and longer fastening rods.
DK 96 00013 U3 side 8 YDERLIGERE RENSNING AF REGNVAND.GB 96 00013 U3 page 8 ADDITIONAL CLEANING OF RAINWATER.
Forrensning♦ I første rensezone er monteret en flydeklods med plastslangeforbindelse til overløbsrør.Ved at regulere længden på plastslangen vil klodsens vinkel i vandet ændres og er hermed bestemmende for hvor tæt i overfladen urenheder skal fjernes.Se fig. lo (1 + 8).Pre-cleaning ♦ In the first cleaning zone is mounted a float block with plastic hose connection for overflow pipes. By adjusting the length of the plastic hose, the angle of the block in the water will change and thereby determine how close to the surface impurities must be removed. lo (1 + 8).
1. Finrensmetode.1. Finishing method.
Opsugning af finere urenheder i 3. rensezone vil foregå med løsthængende stropgardiner,som hænger løst ned i kar på dertil indrettede røe i top af kar.Se fig. 12 (24) samt fig. 16 (24 + 25).Det foretrukne materialevalg er fintmasket nylon/skumgummi.Absorption of finer impurities in the third cleaning zone will be carried out with loose hanging curtains, which hang loosely in the vessels on top of the rowed tubs. See fig. 12 (24) and FIG. 16 (24 + 25). The preferred material choice is fine mesh nylon / foam rubber.
2. Finrensmetode.2. Finishing method.
I 3. rensezone placeres en trådkurv med en tætningskant på tre sider.Det foretrukne rensemateriale i trådkurv vil være kvartssand på over 1,55 mm kornstørrelse.Se fig. 17 (26 + 27).In the third cleaning zone is placed a wire basket with a sealing edge on three sides. The preferred cleaning material in the wire basket will be quartz sand of over 1.55 mm grain size. See fig. 17 (26 + 27).
DEN TEKNISKE VIRKNING.TECHNICAL EFFECT.
I den kommende dimensioneringstabel vil der være en opstilling, hvor tidligere forklaringer vil blive understøttet.In the upcoming sizing table there will be a set up where previous explanations will be supported.
Skumgummi - renseareal.Foam - cleaning area.
Udformningen er baseret på det lagdelte modul som vist på fig.The design is based on the layered module as shown in FIG.
14 og 14 A.Rensearealet er ligeledes baseret på en rensning af filtet 3-4 gange årligt afhængigt af tagarealet.I tabellen er der gået ud fra en model hvor diameteren er 3o cm (fra spids til spids på stjernen).14 and 14 A. The cleaning area is also based on a cleaning of the felt 3-4 times a year depending on the roof area. The table assumes a model where the diameter is 3 cm (from tip to tip of the star).
Gennemsnitsparcelhus.Average Detached house.
Vandforureningsgraden er baseret på et gennemsnit.The water pollution rate is based on an average.
Volumen af etaperenser.Volume of stage cleaner.
Denne er opgivet i 1iter,baseret på udvendige mål.This one is stated in 1iter, based on exterior dimensions.
Vægt af etaperenser.Weight of stage cleaner.
Vægten i kg. vil være numerisk mindreend literangivelsen,da vandet normalt ikke kommer helt op til kanten.Weight in kg. will be numerically less than the liter, since the water does not usually reach the edge.
DK 96 00013 U3DK 96 00013 U3
Side 9 DIMENSIONERINGSTABEL.Page 9 DIMENSION TABLE.
Vandret tagflade 2 m renset regnvand for filterskift liter volumen af etaperenser-kar liter vægt af kar med vand kg skumgum mifilts renseare- i 3 al m monter.filt i længderetning på ror cm 50 75oo 50 45 0,0986 7 75 11050 75 67,5 0,1399 10,5 i oo 15000 100 90 0,1812 14 15o 22500 150 135 0,2638 21 2oo 30000 200 180 0,3464 28Horizontal roof surface 2 m purified rainwater for filter change liter volume of stage cleaner vessel liter weight of vessel with water kg foam gum mifilts cleaning area - in 3 al m of stand. Longitudinal felt on rudder cm 50 75oo 50 45 5 0.1399 10.5 i oo 15000 100 90 0.1812 14 15o 22500 150 135 0.2638 21 2oo 30000 200 180 0.3464 28
Figur FIGURFORTEGNELSE MED PUNKTER. Punkt 1 Tag 2 Etaperenser tegnet som blok 2 A Etaperenser som principtegning 3 Postevandssupplement 4 Lagertank 5 Pumpe 6 Finrens efter lagertank (på tryksiden) 7 Toilet 8 Vaskemaskine 9 Bilvask og vanding m.m. lo Overlobsror 1 lo Måtte for turbulensstop af vand 2 1® Skillerum mellem rensezone 1 og 2 (rum 1 og 2) 3 10 Gennemstromningshul for vand i skillerum 4 lo Rorforbind. monteret i sænkning på karrets bund i 1. rensezone til udtomning af urenheder 5 10 Vandindtag fra tage 1 6 10 Sænkning i karrets bund 7 10 Flydeklods med plastslange til aftapning af uren- heder i vandoverflade 8 11 Skille rum mellem rensezone 2 og 3 9 11 Huller til messingstænger,der fastholder de stjer- formede skumgummimoduler 10 DK 96 00013 U3Figure FIGURE LIST WITH POINTS. Item 1 Take 2 Stage cleaner drawn as block 2 A Stage cleaner as principle drawing 3 Post-water supplement 4 Storage tank 5 Pump 6 Finishing after storage tank (on the pressure side) 7 Toilet 8 Washing machine 9 Car wash and irrigation etc. lo Overflow pipe 1 lo Mat for turbulence stop of water 2 1® Separation space between cleaning zones 1 and 2 (rooms 1 and 2) 3 10 Flow hole for water in separator room 4 lo Pipe connection. mounted in lowering on the bottom of the tub in the first cleaning zone for discharging impurities 5 10 Water intake from roofs 1 6 10 Lowering in the bottom of the tub 7 10 Float block with plastic hose for draining off impurities in water surface 8 11 Separate spaces between cleaning zones 2 and 3 9 11 Holes for brass rods holding the star-shaped foam rubber modules 10 DK 96 00013 U3
Side 10Page 10
Figur FIGURFORTEGNELSE MED PUNKTER Punkt 11 Hul i skillevæg til indforing af ror anbragt midt i skumgummimoduler 11 11 Rorforbindelse mont. i sænkning på karbund i 2. rensezone til udtomning af urenheder 12 12 Hunmuffe for rorforbindelse til lagertank, ^.monteret isænkning i karbund i 3. rensezone til 13 udtomning af urenheder ir 13 Vandoverflade i snittegning 15 13 Snit af skumgummirensemoduls principplacering i 2. rensezone (2. rum) 16 14 Stjerneformet skumgummi set ovenfra 16 14 Firkantrors placering i hullet på skumgummi,set ovebfra 17 14A Lagdelte skumgummienheder set fra siden 16 14A Rorplacering i skumgummi set fra siden 17 14A Huller i ror for vandgennemstromning i sk.gummiomi .18 14A Skål til fastholdelse af skumgummi set fra siden 19 14A Messingstænger forankret i skål til fastspændelse af skumgummi moduler i skillevæg m. flojmotrikker 20 15 Urenheder i overflade samt fedtagtig hinde 21 15 Urenheder,der svæver 22 15 Urenheder,der bundfældes 23 16 1. alternative metode til opsugning af urenheder 16 Stang (stænger) til nedhængende stropgardiner 24 16 Stropgardiner til opsugning af finere urenheder 25 17 Trådkurv til anbringelse i 3. Rensezone 17 indeholdende kvartssand til finere filtrering 26 17 Tætningskant på kurvens tre beroringssider 27 DK 96 00013 U3Figure FIGURE LIST WITH ITEMS Item 11 Holes in partition for insertion of rudder placed in the middle of foam rubber modules 11 11 Rudder connection mont. in lowering on bottom of the second cleaning zone for emptying of impurities 12 12 Female socket for rudder connection to storage tank, ^ mounted ice lowering in the bottom of the third cleaning zone for 13 emptying of impurities ir 13 Water surface in section drawing 15 13 Section of foam rubber cleaning module's principle placement in second (2nd room) 16 14 Star-shaped foam rubber seen from above 16 14 Square pipes placed in the hole of foam rubber, seen from above 17 14A Layered foam rubber units seen from the side 16 14A Pipe placement in foam rubber seen from the side 17 14A Holes in the water flow pipe in foam rubber .18 14A Foam Rubber Retaining Bowl Side View 19 19A Brass Rods Anchored to Foam Rubber Retaining Pan Modules with Float Mounts 20 15 Surface Impurities and Greasy Web 21 15 Impurities Floating 22 15 Impurities Settled 23 16 1. Alternative method of soaking up impurities 16 Rods (rods) for hanging curtains 24 16 Strap curtains for ops adding finer impurities 25 17 Wire basket for placement in 3rd cleaning zone 17 containing quartz sand for finer filtration 26 17 Sealing edge on the three touch sides of the basket 27 DK 96 00013 U3
Side 11 UDFØRELSESEKSEMPLARER.Page 11 EXECUTION EXAMPLES.
I fig. 2 kan ses hvor etaperenseren bruges i et opsamlingsanlæg for regnvand. På fig. lo (6) kommer vandet ind fra tage.Vandet vil derefter mode den på fig 10 (2) anbragte turbulensmåtte. Vandet vil herefter løbe ind i anden rensezone gennem indstrøm-ningshuller i skillevæg (4).Dernæst vil de på fig. 14 og 14A viste skumgummifiltre blive passeret.Herefter vil vandet strømme gennem huller i firkantror (8) samt udenpå roret.In FIG. 2 can be seen where the stage cleaner is used in a rainwater collection system. In FIG. lO (6) the water enters from roofs. The water will then fashion the turbulence mat located in Fig. 10 (2). The water will then run into the second cleaning zone through inflow holes in partition (4). Next, in FIG. 14 and 14A, the foam filters shown will be passed. Then the water will flow through holes in square tubes (8) and outside the rudder.
Vandet vil fortsætte videre gennem hul i karside (11).Det videre vandforlob ud af 3. zone vil foregå gennem den på fig. 12 (13) viste hunmuffe.Til sidst vil vandet passere et forbindelsesror mellem hunmuffe og lagertank.The water will continue through the hole in the vessel side (11). The further flow of water out of the 3rd zone will take place through the one in fig. 12 (13) The female sleeve is shown. Finally, the water will pass through a connecting pipe between the female sleeve and the storage tank.
Endvidere er på fig. 10 (1) vist et overlobsror hvor ekstraordinære vandmængder vil kunne passere ud til kloak.Furthermore, in FIG. 10 (1) shown a overflow mirror where extraordinary quantities of water could pass out to the sewer.
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DK9600013U DK9600013U3 (en) | 1996-01-09 | 1996-01-09 | Stage cleaner for rainwater |
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Application Number | Priority Date | Filing Date | Title |
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DK9600013U DK9600013U3 (en) | 1996-01-09 | 1996-01-09 | Stage cleaner for rainwater |
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DK9600013U3 true DK9600013U3 (en) | 1996-04-26 |
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DK9600013U DK9600013U3 (en) | 1996-01-09 | 1996-01-09 | Stage cleaner for rainwater |
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DK (1) | DK9600013U3 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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WO2005123911A2 (en) | 2004-06-21 | 2005-12-29 | Novozymes A/S | Proteases |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005123911A2 (en) | 2004-06-21 | 2005-12-29 | Novozymes A/S | Proteases |
EP2258839A1 (en) | 2004-06-21 | 2010-12-08 | Novozymes A/S | Nocardiopsis proteases |
EP2258838A1 (en) | 2004-06-21 | 2010-12-08 | Novozymes A/S | Nocardiopsis proteases |
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