tech specs pdf
Transcription
tech specs pdf
savneey and moave With washbaleble ers ltd s ter rew cheaable afin pla s a wa Wreitphlaceable filters WaterMate A REFRESHING APPROACH TO GARDEN IRRIGATION Turn your grey into The Answer for The Answer for Greywater Reuse Greywater Reuse The Answer for Greywater Reuse able and With washble filters replacea ¤ ¤ Cross-flow depth filtration and Cross-flow depth Cross-flow depth plug Multichamber filtration and flow concept filtration and Multichamber plug multichamber flow concept plug flow concept Cross-flow depth filtration and Multichamber plug flow concept Greywater Greywater Greywater Diversion diversion Diversion Device Device Greywater device ¤ Diversion With washable and Device replaceable filters How it Works: How Stepit1. Works: When the valve is open, greywater flows directly to the mains How it works: B A S F G HI LO B S F G HI Q LO Q T T P N sewage or septic tank. P E K Step 1. When the valve is open, greywater flows directly to the mains A Step 2. When the valve is closed, greywater from the house is diverted N S F G HI sewage or septic tank. to the inlet of the filter. Q K LO EBC T Step 1. 2. When the valve greywater from the housetoisthe diverted Step valveisisclosed, open, greywater flows directly mains J StepWhen 3. Thethe greywater flows through the 1st filter web that retains How it septic Works: to the inlet of thetank. filter. sewage or C major and medium particles such as hair, lint, paper detergent clogs R D Stepand 3. The 1st filter web thatdensity, retains Matala othergreywater impuritiesflows (The through filter web:the Matala Black - Low PJ Step 2. When valve is closed, greywater the house is clogs diverted Step 1. When thethe valve is open, greywater flows directly to the mains A D major and medium particles such as hair, lint,from paper detergent Green - Medium density). M NR toand the other inlet the filter. sewage or of septic tank.(The filter web: Matala Black - Low density, Matala impurities E Step 4. The greywater flows through the 2nd filter web that retains K Green When - Mediumvalve density). Step is flows closed, greywater from the house is diverted M medium and small particles (The the filter web: Matala Green - Medium Step2. 3. The the greywater through 1st filter web that retains major to the inlet of the filter. Step 4. The greywater flows through 2nd filter webclogs that retains density, particles Matala Blue - as High density) and medium such hair, lint, the paper detergent and other C A. Inlet (2”) A. Inlet (2”) medium and small particles (The filter Matala Green - Green Medium J impurities (The filter web: Matala Black - web: Low density, Matala Step 3. The flows through the 1st filter that retains Step 5.greywater The greywater flows through the 3rdweb filter web that retains B. Diverting valve B. Diverting valve density, Matala Blue - High such density) Medium density). major and medium particles as hair, lint, paper detergent clogs R C. Outlet to sewer (2”) y small and minor particles (The filter web: Matala Blue - High density, D C. Outlet toA. Inlet(2”) (2”) sewer olog and other (The flows filter web: Matala - Low density, Matala D. Basket n Step 5. impurities The greywater through theBlack 3rd filter web that retains Matala Gray - Super high density) B. Diverting valve h D. Basket c n i Step The greywater flows through the Matala 2nd filter web that retains E. Overflow Green Medium density). TepipeM n Outlet to sewerstand (2”) small-4. and minor particles (The filter web: Blue - High density, E. OverflowC. stand F. pipe Matala FSM190 Black Step 6. small Filtered greywater pumped to the irrigation. medium and particles (Theisfilter web: Matala Green - Medium rove an 40 D. Basket p Matala Gray - Super high density) F. Matala FSM190 Black Step 4. The greywater flows through the 2nd filter web that retains G. Matala FSM290 Green density, Matala Blue - High density) E. Overflow stand pipe G. Matala FSM290 re thtries H. Green Matala FSM365 medium small particles is (The filter web: Matala Green - Medium oBlue F. Matala FSM190 Black Step 6.and Filtered greywater pumped to the irrigation. m n I. Matala FSM460 Grey H. Matala FSM365 Blue density, Matala Blue - High density) G. Matala FSM290 Greencou Step 5. The greywater flows through the 3rd filter web that retains small J. (2”) Water pump I. Matala A. FSM460 Grey H. Inlet Matala FSM365 Blue and minor particles (Theflows filter through web: Matala Blue - High Matala Gray K. Pump Step 5. The greywater the 3rd filter webdensity, that retains valveoutlet J. Water B. pump I. Diverting Matala FSM460 Grey L. to Electronic pump controller Filtered Grey - Super high density) sewer (2”) small and minor particles (The filter web: Matala Blue - High density, J. Outlet Water pump K. Pump C. outlet water for M. Drain/Cleanout point with 1” plug D.K. Basket Pump outlet Matala water Gray Super high density) pump lawn and L. Electronic in N. controller Kink-free hose & hose clamp E. L. Overflow stand pipe Electronic pump controller Filtered Step Grey6. Filtered greywater is pumped to the irrigation. M. Drain/Cleanout point with 1” plug garden O. Outlet Connector F. M.Matala FSM190 Black Step 6. Filtered greywater is pumped to the irrigation. water for Drain/Cleanout point with 1” plug water in Grey water in lawn and garden Black Green Black Black Low Medium High Super high density filter density filter density filter density filter Black Green Black Black Low Medium High Super high Filtered density filter density filter density filter density filter water for lawn and garden N. Kink-free hose clamp P. and Outlet G.N.hose Matala FSM290 Kink-free hoseGreen & hose clamp O. Outlet H. Connector Q. FSM365 Tank Cover Blue O. Matala Outlet Connector R. Tank P. Outlet I. P. Matala FSM460 Grey Outlet S. pump Inlet cover J. Q. Water Q. Tank Cover Tank Cover T. outlet Electrical pump lead R. Tank K.R. Pump Tank L. S. Electronic pump controller Inlet cover S. Inlet cover M. Drain/Cleanout point with 1” plug Electrical T. ElectricalT.pump lead pump lead N. Kink-free hose & hose clamp O. Outlet Connector P. Outlet Q. Tank Cover For more information and stockist details visit R. Tank S. Inlet cover T. Electrical pump lead Technology proved in more than 40 countries Black Green Black Black Low Medium High Super high www.watermate.co.nz Technology proved in countries density filter density filter density filter density filtermore than 40 For more information and stockist details visit www.watermate.co.nz WaterMate A REFRESHING APPROACH TO GARDEN IRRIGATION Features & Benefits Features Features & Benefits & benefits Features & Benefits • Water mark approved. • System can be installed above ground, halfsubmerged in ground, or underground A potential water of 151,000 How much water can wereuse reuse? • Water mark approved. annually an average A litres potential waterfor reuse of 151,000 family of litres annually forfour an average Residential Residential Use Water Reuse family ofUsage fourWater Usage (Singleof Household) A potential reuse 151,000 (Single Household) Use water Residential Water Usage Litres/person/day Litres/house/day litres annually for an average (Single Household) Litres/person/day Use 43.8 Showers family of 175.4 four Litres/house/day Litres/person/day Showers Clothes Washers Showers Baths Washing Machine 90 227 57 43.8 175.4 Water Usage Residential 4.5 18.1 22 (Single 227 Household) 57 Clothes Use Washers 105.3x 420.5 Sub-total Greywater Toilet 38 4.5 18.1 Baths Litres/person/day Litres/house/day 70 280 Toilets 105.3x 420.5 Sub-total Greywater 43.8 175.4 Showers Washbasins/Kitchen 30 4 15 Dishwashers 280 Toilets 57 70 227 Clothes Washers 6 24.2 Other Domestic Uses Total 180 4.5 4 18.1 15 Baths Dishwashers 35.9 144 Leaks 6 24.2 Other Domestic Uses 105.3 420.5 Sub-total Greywater 41.2 164.8 Faucets Shower waste 90 280 litres 35.9 144 Leaks 70 ToiletsTotal in-house 262.4 1048.5 41.2 164.8 Washing Faucets machine 22 litres 4 15 Dishwashers Data sourcein-house : American Water Works Association Research Foundation262.4 1048.5 Total "Residential End Uses of Water", 1999 24.2 6 Other Domestic Uses Potential water reuse 112 litres/person/day Data source : American Water Works Association Research Foundation 35.9 144 litres/person/year Leaks 40,880 "Residential End Uses of Water", 1999 Data source : American Water Associationusage Research available Foundation for re-use Proportion ofWorks in-house Proportion in-house usage available "Residential End Usesof of Water", 1999 Faucets Showers for re-use 16% 17% USA water usage Faucets 16% Showers Greywater 17% Leaks usage available Proportion of in-house for re-usefor available Wash Basins 17% Other Toilet 21% 14% Leaks 14% Faucets Clothes reuse Washers 21% Clothes Washers Showers 21% 2% 16% 17% Other Toilets 2% Dishwashers 27% Baths 1% Leaks 2% Toilets Shower 14% Dishwashers Clothes 27% Greywater Baths 1% for reuse 50% Washers 2% Available 21% Greywater Data source : American Water Works Association ResearchFoundation Available for reuse Other "Residential EndUsesof Water", 1999 2% Data source : American Water Works Association ResearchFoundation "Residential EndUsesof Water",Toilets 1999 Dishwashers Washing 1% machine 12% 27% Baths 2% Greywater Available for reuse 400mm400mm (15.7”) (15.7”) 400mm (15.7”) 45mm (1.8”) 45mm (1.8”) 2 Aqua2use GWDD Pump Specifications 0 0 5 10 15 20 25 30 Output Rated Maximum Dimension Aqua2use GWDD Pump Specifications Flow (GPM) 35 WaterMate pump specifications Head Flow Head Flow L x W x H HP Output W mm Rated Maximum Dimension 1/4 HP Output 200 25-32 W mm (m) Head 5 (m) 1/4 200 25-32 5 (l/m) Flow Rated 53 (l/m) (m) Head 7 (m) (l/m) (mm) (l/m) (mm) 7 136 155x155x240 Flow L x W x H Maximum Dimension 136 155x155x240 Aqua2use GWDD Pump Specifications HP W mm Head Flow Head Flow LxWxH Output Rated (m) 53 (l/m) Maximum (m) (l/m) Dimension (mm) Unit tested in a caravan park, Flow Australia. Head Flow Head L x W x H 40 Weight Kg Weight Weight 4.2 Kg 4.2Kg Weight 25-32 diverter 5 checked 53 7 filtering 13640,000L 155x155x240 1/4 HP W200 mm Matala greywater after (10,567 (m) (l/m) (m) (l/m) (mm) 4.2 Kg gallons) 1/4Matala 200 greywater 25-32 5 53 136 155x155x240 diverter checked7after filtering 40,000L (10,567 4.2 gallons) Unit tested in a caravan park, Australia. incoming greywater: public shower rooms and laundry incoming greywater: public shower rooms and laundry Greywater Greywater flow flow direction direction Greywater flow direction USA water usage 41.2 164.8 Proportion of in-house usage available for re-use 262.4 1048.5 Total in-house USA water usage Faucets Aqua2use Sub. Pump (240V / 50Hz) 24 WatermateSub. Sub. Pump Pump (240V Aqua2use (240V/ /50Hz) 50Hz) 22 Aqua2use GWDD Pump Performance Curve 24 20 22 18 20 16 Aqua2use Sub. Pump (240V / 50Hz) 14 2418 16 2212 10 2014 12 188 10 166 8 144 6 2 124 0 102 0 5 10 15 20 25 30 35 40 80 Flow (GPM) 5 10 15 20 25 30 35 40 6 0 4 Flow (GPM) Head Head (Ft) (Ft) • System can be installed above ground, half• Water mark approved. • submerged Water mark in approved. ground, or underground • Easy to clean (11.3") WaterMate pump Pump performance curve Curve Aqua2use GWDD Performance Head (Ft) •• System can be installed ground, System can be above installed above ground, halfThe pump protected from dryhalfrun, clogging • Easy toisclean submerged in ground, or underground in built ground, or underground and submerged damage with in overflow safety 45mm (1.8”) 225mm (8.9”) 360mm (14.2”) 225mm225mm (8.9”) (8.9”) 360mm360mm (14.2”) (14.2”) 58 Gladstone Rd, Richmond. Email: [email protected] • 30 litres (6.8 gallons) of Matala filter media Ph: 03 543 8004, Fax: 03 541 0157 Freephone: 0800 ALLFLOW 58 Gladstone Rd, Richmond. Email: [email protected] provides10m2 (108ft2) of specific surface area (2553569) • & 3090% litresvoid (6.8space gallons) of Matala filter media Ph: 03 543 8004, Fax: 03 541 0157 Freephone: 0800 ALLFLOW 58 Gladstone Rd, Richmond. Email: [email protected] 2 2 WaterMate dimensions provides10m ) of specific surface area • 30 litres (6.8 gallons) of (108ft Matala filter media provides (2553569) Aqua2use GWDD Dimensions: • 10m 30 •2litres (6.8 gallons) of Matala filterfilter media Ph: 03 543 8004, Fax: 03 541 0157 Freephone: 0800 ALLFLOW 2 Cross-Flow depth fltration: web has (108ft ) of specific surface areaeach and 90% & 90% void space 2 2 provides10m (108ftstructure, ) of specific (2553569) 590mm Aqua2use GWDD Dimensions: void space a 3-dimensional able surface to trap aarea high 370mm (23.2") • volume Cross-Flow depth fltration: each filter web has (14.6") & 90% void of space impurities without plugging • Cross-Flow depth filtration: each filterable web to hastrap a a high 590mm a 3-dimensional structure, 370mm Aqua2use GWDD Dimensions: (23.2") (14.6") structure, ableflow to trap a plugging high • 3-dimensional Cross-Flow depth fltration: each filtervolume has • volume Multi-chamber plug concept: Ifweb the first of impurities without of impurities without plugging 590mm a 3-dimensional able to trapisadone high 370mm filter web getsstructure, clogged the filtration 1-1/2” outside thread (23.2") (14.6") • by Multi-chamber plug flow If 2nd the first 1” inside thread volume of impurities without plugging the 2nd filter concept: If the web • Multi-chamber plugand flow 3rd concept: Ifweb. the first filter 2” in filter web gets clogged is the done 1-1/2” outside thread web gets the the filtration isthe done by the by 2nd getsclogged clogged, filtration isfiltration done 3rd 1” inside thread • and Multi-chamber plug flow concept: the2nd firstweb by the 2nd If and 3rd filter web.clogged, If Ifthe 2” in 3rd filter web. the 2nd web gets the filter web 2” out filter gets web getsbyclogged theweb filtration is by done clogged, is done the 3rd 1-1/2” outside thread filtration is done thethe 3rd filtration filter 1” inside thread Solid removal: to 75% pump filter web by •the 2nd and 3rdupfilter web.for If the 2ndoperated web 2” in 2” out • Solid removal: up for to 75% for pump operated unit, 90% unit gets unit, clogged, thegravity filtration is done by the 3rd 90%•for gravity unit Solid removal: up to 75% for pump operated filter web • Submersible pump with integrated Electronic unit, 90% for gravity unit 2” out • Submersible pump with integrated Electronic Pump 287 m m Pump Controller • Controller Solid removal: uppump to (EPC) 75% for pump operated (EPC) 508mm (20”) • Submersible with integrated Electronic (11.3") unit, 90% for gravity unit • Pump The pump is protected from dry run, clogging 287 m m Controller (EPC) • The pump is protected from dry run, clogging and 508mm (20”) (11.3") and damage withwith built in overflowElectronic safety with built in overflow safety • damage Submersible pump integrated • The pump is protected from dry run, clogging Aqua2use GWDD Pump Performance Curve • Easy clean 287 m m Pump Controller • toand Easy to clean(EPC) damage with built in overflow safety 508mm (20”) Unit tested in a caravan park, Australia Matala greywater checked after filtering 40,000L Unit tested in a diverter caravan park, Australia. (10,567 gallons)diverter incoming greywater: public shower Matala greywater checked after filtering 40,000L (10,567 gallons) rooms and laundry. public shower rooms and laundry incoming greywater: The pictures prove the high filtration efficiency achieved with progressive density Matala filter sheets. The filter can take up a huge volume of The prove theresidues high filtration hair, pictures lint, sand, soap, etc. efficiency achieved with progressive density Matala filter sheets. The filter can take up a huge volume of hair, lint, sand, soap, residues etc. The pictures prove the high filtration efficiency achieved with progressive State of the artThe greywater reuse pictures prove the high filtration efficiency achieved with density Matala filter sheets. The filter can take up a huge volume of progressive density Matala filter sheets. The filter can take up State of the art greywater reuse hair, lint, sand, soap, residues etc. a huge volume of hair, lint, sand, soap, residues etc. Data source: On-Site NewZ Table A-4 Data source : American Water Works Association ResearchFoundation "Residential EndUsesof Water", 1999
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