The high quality of theHYDAC Betamicron /Aquamicronfilter elementssafeguards the operationand service life of importantand expensive hydrauliccomponents. They aredesigned to be used withfluids where the watercontent caused by externalfactors is too high. At thesame time as extractingwater, absolute filtration ofsolid particles is alsoachieved.Technical features: high water retentioncapacity

high contaminationretention capacity

absolute filtration rating x 100 for 3 and10 micron

stable x values over awider differential pressurerange

differential pressurestability up to 10 bar

CombinedBetamicron/AquamicronFilter Elements

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1. ... R ... BN/AMELEMENTS

1.1. GENERALThe presence of water inhydraulic media causes manyproblems, for example, thesaturation of very fine filters or thejamming of valves, and theseproblems are often wronglyattributed to excessive levels ofsolid particle contamination. Inaddition to this the build--up ofrust and the reduction inlubrication on bearings and slidescan lead to considerableimpairment of the functioning of asystem. In other words, alongwith solid particles, water is aserious contaminant of hydraulicmedia.Since methods usually employedup to now to extract water have,on the whole, proved to beuneconomical compared with thepurchase price of the system,HYDAC BN/AM technologyprovides an economically sound,yet effective, method ofseparating water from hydraulicmedia, which at the same timeachieves absolute filtration ofsolid particles.

1.1.1. DescriptionBN/AM filter elements arespecially designed to separatewater, and achieve absolutefiltration of solid particles, frommineral oils, HFD--R oils andrapidly biodegradable oils.A super absorber reacts with thewater present in the medium andexpands to form a gel, from whichthe water can no longer beextracted even by increasing thepressure. These filter elementscannot remove dissolved waterfrom the system, i.e. water belowthe saturation level of thehydraulic medium.Solid particle filtration (3 m,10 m absolute) is achieved dueto the Betamicron[ filterconstruction.

1.1.2. Principles of the BN/AMcombined filter elements

BN/AM disposable element basedon inorganic and water--absorbentfibres

Exemplary absorption of waterfrom mineral oils with the aid of asuper absorber embedded in thefilter material

Excellent adsorption of finestparticles over a wide differentialpressure range (3 m, 10 mabsolute)

Exemplary Beta stability overwide differential pressure ranges

Very high contamination retentioncapacity

Good chemical resistance due tothe use of epoxy resins forimpregnation and bonding

Element protection due to highburst pressure resistance (e.g.during cold starts and dynamicdifferential pressure surges)

1.1.3. The following principles apply to water separation

1.2. MODEL CODE(also order example)

0660 R 010 BN/AM / --V

Size03300660095013002600

TypeR

Filtration rating in m003010

Filter materialBN/AM combined Betamicron/ AquamicronSupplementary details--V seals FPM (Viton)

1.1.2. Principles of the BN/AM combined filter elements

High water content high absorption rateLow water content low absorption rateUnsaturated filter element high absorption rateSaturated filter element low absorption rateHydraulic filter surface load(l/ i 2)

absorption ratey(l/min cm2) water retention capacity

residual water content

Static pressure absorption rate =p

water retention capacity =

residual water content

Pressure and flow--ratefl t ti t

absorption ratefluctuations present water retention capacity

residual water content

Dispersion / detergent additivet

absorption ratep gpresent water retention capacity =

residual water content

Key to symbols: decreases = constantincreases

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1.3. HYDRAULIC DETAILS

1.3.1. Max. permissible pacross the element10 bar

1.3.2. Temperature rangemin... max... = 0 C...+100 C

1.3.3. Compatibility with hydraulicmediaTest criteria to ISO 2943

Flow fatigue resistance toISO 3724High fatigue resistance due tosolid filter material supports onboth sides and high inherentstability of the filter materials.

1.3.4. Cracking pressure of bypassvalvepO = 3 bar + 10%

1.3.5. Water retention --Quick sizing table

Size Recom-mendedfilter flowrate inl/min

Water retentioncapacity in cm3when p = 2.5 barand viscosity =30 mm2/s

0330 13 190

0660 28 400

0950 39 560

1300 54 790

2600 109 1570

1.3.6. Actual contamination retentioncapacity to ISO 4572ISOMTD -- contaminationretention quantity in grams whenp = 2.5 bar and underrecommended flow conditions

Size 3m 10m0330 55 60

0660 120 140

0950 170 190

1300 240 270

2600 490 540

1.4. RETENTION RATESAbsolute retention rateThe data in the brochures hasbeen established in line withISO 4572 in the multi--pass test(multi--pass test procedure fordetermination and proof of thefiltration performance, extendedto finest filtration) on the HYDACtest rig.During this test the filter has toretain at least 99% of theparticles larger than the statedmicron rating and up to the givendifferential pressure.A separation rate of 99%corresponds to a x value of 100(x = 100), i.e. absolute filtration.The elements guarantee anabsolute filtration over a widedifferential pressure range.

Filtra-tionrating

Specifi--cation

Typicalmeasuredresults(when

p = 2.5 bar)3m 3 100 3 50010m 10 100 10 500

1.5. DETERMINATION OF THEWATER CONTENT GWPRESENT IN THE SYSTEMTwo methods can be employed todetermine the water content Gwpresent in the system:-- The hydrogen gas method-- The Karl Fischer method toDIN 51777

The hydrogen gas method can becarried out using portable testequipment, e.g. the HYDACwater test kit WO--1 (order no.637 398), however, readingaccuracy at water contents below500 ppm is limited. The KarlFischer method, on the otherhand, can only be conducted inthe laboratory. It is available fromHYDAC as a laboratory service(order no. 300 757). The watercontent GW is usually given inppm (parts per million) or inpercent (100 ppm correspond to0.01%).

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2.2. ELEMENT GRAPHSThe pressure drop for the clean filter elements is determinedaccording to the following formula:

pel = Q x kelpel = element differential pressure in barQ = flow rate in l/min

kel = gradient coefficient in barl/min

2.2.1. Gradient coefficient for element pressure dropThe gradient coefficients apply to mineral oil with a kinematicviscosity of 30 mm2/s. ...R..BN/AM

Size 3 m 10 m0330 0.0087 0.0030

0660 0.0035 0.0012

0950 0.0024 0.00082

1300 0.0016 0.00061

2600 0.00095 0.00034

3. NOTEAll details given in this brochure are subject to technical modifications.

2. FILTER CALCULATION2.1. TOTAL DIFFERENTIAL PRESSURE ACROSS COMPLETE FILTER

The total differential pressure with clean element is the sum of thehousing differential pressure and the element differential pressure atoperating viscosity.

ptotal = phousing at Q + f x pelement at Qptotal = total differential pressure across complete filterphousing at Q = housing differential pressure at max. flow rate in l/min:(determined with the aid of the housing graphs, see relevant brochure)pelement at Q = element differential pressure at 30 mm2/s

at max. flow rate in l/min:determined with the aid of the gradient coefficients, see 2.2.1.Q = max. flow rate in l/min through the filterf = viscosity conversion factor, see point 2.1.1.

2.1.1. Viscosity conversion factor f

operating viscosity (mm2/s)

factorf

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