DIN EN 13041-2012 Soil improvers and growing media - Determination of physical properties - Dry bulk density air volume water volume shrinkage value and total pore space German ver.pdf

1、January 2012 Translation by DIN-Sprachendienst.English price group 14No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).IC

2、S 65.080!$y+?“1860828www.din.deDDIN EN 13041Soil improvers and growing media Determination of physical properties Dry bulk density, air volume, water volume, shrinkage value and totalpore spaceEnglish translation of DIN EN 13041:2012-01Bodenverbesserungsmittel und Kultursubstrate Bestimmung der phys

3、ikalischen Eigenschaften Rohdichte (trocken), Luftkapazitt, Wasserkapazitt, Schrumpfungswert undGesamtporenvolumenEnglische bersetzung von DIN EN 13041:2012-01Amendements du sol et supports de culture Dtermination des proprits physiques Masse volumique apparente sche, volume dair, volume deau, valeu

4、r de rtraction etporosit totaleTraduction anglaise de DIN EN 13041:2012-01SupersedesDIN EN 13041:2006-09www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.3001.12 DIN EN 13041:2012-01 2 A comma is used as the decimal marker. National

5、foreword This standard has been prepared by Technical Committee CEN/TC 223 “Soil improvers and growing media” (Secretariat: ASI, Austria). The responsible German body involved in its preparation was the Normenausschuss Lebensmittel und landwirtschaftliche Produkte (Food and Agricultural Products Sta

6、ndards Committee), Working Committee NA 057-03-01 AA Bodenverbesserungsmittel und Kultursubstrate. In addition to the legal units of measurement, this standard also uses the manometric unit “cmH2O”. It is important to note that according to the German law on units in metrology, the use of this unit

7、is not permitted in official or business communications within Germany. Conversion: Non-SI unit SI unit Conversion cmH2O kPa 1 cmH2O = 0,098 066 5 kPa Amendments This standard differs from DIN EN 13041:2006-09 as follows: a) Clause 1 “Scope” has been revised; b) throughout the document, the Si unit

8、“kPa” is also used for the water pressure head; c) the key to equation (3) has been corrected; d) in Tables B.1 to B.6 relating to the results of interlaboratory tests, the repeatability standard deviation and the reproducibility relative standard deviation have been corrected; e) the standard has b

9、een editorially revised and brought in line with the current rules of presentation. Previous editions DIN 11540: 1962-01, 1964-04, 1978-01, 1989-04 DIN 11540-2: 1969-11 DIN 11540-3: 1971-05 DIN 11542: 1978-01 DIN 11542-1: 1966-11 DIN 11542-2: 1968-01 DIN EN 13041: 2000-02, 2006-09 DIN EN 13041:2012-

10、01 3 National Annex NA (informative) Bibliography DIN ISO 5725-1, Accuracy (trueness and precision) of measurement methods and results Part 1: General principles and definitions DIN ISO 5725-2, Accuracy (trueness and precision) of measurement methods and results Part 2: Basic method for the determin

11、ation of repeatability and reproducibility of a standard measurement method DIN ISO 5725-3, Accuracy (trueness and precision) of measurement methods and results Part 3: Intermediate measures of the precision of a standard measurement method DIN ISO 5725-4, Accuracy (trueness and precision) of measur

12、ement methods and results Part 4: Basic methods for the determination of the trueness of a standard measurement method DIN ISO 5725-5, Accuracy (trueness and precision) of measurement methods and results Part 5: Alternative methods for the determination of the precision of a standard measurement met

13、hod DIN ISO 5725-6, Accuracy (trueness and precision) of measurement methods and results Part 6: Use in practice of accuracy values DIN ISO 11274, Soil quality Determination of the water retention characteristics Laboratory methods DIN EN 13041:2012-01 4 This page is intentionally blank EUROPEAN STA

14、NDARD NORME EUROPENNE EUROPISCHE NORM EN 13041 November 2011 ICS 65.080 Supersedes EN 13041:1999English Version Soil improvers and growing media - Determination of physical properties - Dry bulk density, air volume, water volume, shrinkage value and total pore space Amendements du sol et supports de

15、 culture - Dtermination des proprits physiques - Masse volumique apparente sche, volume dair, volume deau, valeur de rtraction et porosit totale Bodenverbesserungsmittel und Kultursubstrate - Bestimmung der physikalischen Eigenschaften - Rohdichte (trocken), Luftkapazitt, Wasserkapazitt, Schrumpfung

16、swert und Gesamtporenvolumen This European Standard was approved by CEN on 17 September 2011. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-dat

17、e lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation

18、under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Fran

19、ce, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR

20、 NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2011 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13041:2011: EEN 13041:2011 (E) 2 Contents Page Foreword 31 Scope 42 Normative references 43 Terms and definitions .4

21、4 Principle 55 Apparatus .55.1 Double rings (see Figure A.1) 55.1.1 General 55.1.2 Lower sample ring .55.1.3 Upper ring .56 Preparation .67 Procedure .67.1 Moistening, saturating and equilibration at 50 cm water (5 kPa) pressure head 67.2 Filling tubes 67.3 Suction 10 cm water (1 kPa) pressure head

22、.77.4 Separation of rings 77.5 Optional suction 50 cm and 100 cm water (5 kPa and 10 kPa) pressure head 77.6 Drying 77.7 Organic matter (Wom) 87.8 Ash content (Wash) .88 Expression of results 88.1 Volume of the sample ring 88.2 Dry bulk density .88.3 Shrinkage value .98.4 Particle density 98.5 Total

23、 pore space 98.6 Water volume 108.7 Air volume . 109 Number of replicates 1110 Precision 1111 Test report . 11Annex A (normative) Construction of sand suction table . 12Annex B (informative) Results of interlaboratory trial to determine the physical characteristics 16Bibliography . 26DIN EN 13041:20

24、12-01 EN 13041:2011 (E) 3 Foreword This document (EN 13041:2011) has been prepared by Technical Committee CEN/TC 223 “Soil improvers and growing media”, the secretariat of which is held by ASI. This European Standard shall be given the status of a national standard, either by publication of an ident

25、ical text or by endorsement, at the latest by May 2012, and conflicting national standards shall be withdrawn at the latest by May 2012. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsi

26、ble for identifying any or all such patent rights. This document supersedes EN 13041:1999. The main change to the previous edition is in the scope of this document. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to impleme

27、nt this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switz

28、erland and the United Kingdom. DIN EN 13041:2012-01 EN 13041:2011 (E) 4 1 Scope This European Standard describes an instrumental method for the routine determination of the physical properties, dry bulk density, water volume, air volume, shrinkage value and total pore space of soil improvers or grow

29、ing media. This European Standard is not suitable for those materials which are very coarse, which do not make proper capillary contact or those which are pre-formed and non-particulate and have closed porosity. It is applicable to materials with particles 25 mm and/or flexible fibres 80 mm. This me

30、thod is not applicable to liming materials and preformed materials such as mineral wool slabs and foam slabs. NOTE The requirements of the standard may differ from the national legal requirements for the declaration of the products concerned. 2 Normative references The following referenced documents

31、 are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 12579:1999, Soil improvers and growing media Sampling EN 13039, Soil improvers a

32、nd growing media Determination of organic matter content and ash EN 13040:2007, Soil improvers and growing media Sample preparation for chemical and physical tests, determination of dry matter content, moisture content and laboratory compacted bulk density 3 Terms and definitions For the purposes of

33、 this document the terms and definitions given in EN 12579:1999 and the following apply. 3.1 air volume that part of the volume of a sample filled by air measured under the conditions specified in this European Standard, in particular at a defined suction (e.g. 10 cm water = 1 kPa suction) 3.2 dry b

34、ulk density ratio of the dry mass and volume of the sample in grams per litre 3.3 total pore space total volume of voids filled with water and/or air measured under the conditions specified in this European Standard, in particular at a defined suction (e.g. 10 cm water = 1 kPa suction) 3.4 shrinkage

35、 value loss in volume of the sample after drying a moist sample 3.5 water volume that part of the volume of a sample filled by water measured under the conditions specified in this European Standard, in particular at a defined suction (e.g. 10 cm water = 1 kPa suction) DIN EN 13041:2012-01 EN 13041:

36、2011 (E) 5 3.6 particle density the ratio of the total mass of oven-dry solid particles (minerals, organic matter) to the volume of these particles. The volume of the internal pores of the particles and the pore spaces between particles are excluded 4 Principle The sample is saturated in water and t

37、hen equilibrated on a sand box at 50 cm water (5 kPa) pressure head. The sample is then transferred into double ring sample cylinders, re-wetted and equilibrated at minus 10 cm water (1 kPa) pressure head. After equilibration the physical properties are calculated from the wet and dry weights of the

38、 sample in the lower ring. After 10 cm water pressure head (= 1 kPa) it is optional also to apply 50 cm and 100 cm water (5 kPa and 10 kPa) pressure head respectively. 5 Apparatus 5.1 Double rings (see Figure A.1) 5.1.1 General The double rings and fixing collars described in this clause, shall be m

39、ade from any rigid material that will not deform at a temperature of up to 120 C. 5.1.2 Lower sample ring 5.1.2.1 Sample ring of internal diameter (D1) (100 1) mm and height (50 1) mm. As each ring is individually made it is necessary to determine the volume (V1), record the mass (m1) and identify e

40、ach lower sample ring. The volume shall be determined by measuring the mean height (at least quadruplicate measurements) (h1) and mean diameter (d1) of the sample rings with a calliper gauge (At least triplicate measurements; top, middle and bottom). 5.1.2.2 Removable gauze-retaining ring or collar

41、20 mm high and 7,5 mm to 8,5 mm larger than the outer diameter of the sample ring. 5.1.2.3 Non-biodegradable synthetic gauze with a mesh size of about 0,1 mm. 5.1.3 Upper ring 5.1.3.1 Upper ring having the same internal diameter as the ring prepared in (see 5.1.2.1) and height (53 1) mm. 5.1.3.2 Col

42、lar - fixed on the ring permitting the upper cylinder to be secured to the lower cylinder for the duration of the test. 5.2 Plastic tube, of approximately 14 cm diameter and 14 cm high to give a volume of about 2 l. Tightly stretch and secure the gauze (see 5.1.2.3) to one end of the tube by means o

43、f an elastic band. 5.3 Water bath, capable of holding at least 4 plastic tubes (see 5.2) standing on a coarse mesh and capable of being filled with water to the top of the plastic tubes. 5.4 Sand suction table (see Figure A.3) Prepare the sand suction table for example in accordance with Annex A, us

44、ing the fine sand to obtain the required suction. The pressure head in the plastic tubes (50 cm water = 5 kPa) is measured from the DIN EN 13041:2012-01 EN 13041:2011 (E) 6 bottom of the tube. The pressure head in the rings (10 cm, 50 cm and 100 cm water, equivalent to 1 kPa, 5 kPa and 10 kPa, respe

45、ctively) is measured from the middle of the lower ring (see Figure A.3). The setting of the pressure head can be checked with a tensiometer or pressure transducer. 5.5 Ventilated drying oven set at (103 2) C. 5.6 Analytical balance with a scale interval of 0,1 g. 5.7 Shallow vessel, spoon or scoop a

46、pproximately 50 ml capacity. 6 Preparation Prepare the laboratory sample in accordance with 8.4 of EN 13040:2007. 7 Procedure 7.1 Moistening, saturating and equilibration at 50 cm water (5 kPa) pressure head 7.1.1 Fill at least 2 tubes (see 5.2) with the test portion taking care to prevent artificia

47、l air voids. Cover each tube with synthetic gauze (see 5.1.2.3) secured with an elastic band. Place the tube on the grid in a dry water bath (see 5.3). 7.1.2 Slowly, with constant flow, fill the bath with water until the level reaches to within 1 cm below the top of the tube. Filling should take app

48、roximately 30 min. 7.1.3 If a tube shows signs of floating, place a weighted disc on the top of the tube allowing air to evacuate and at the same time ensuring that compaction of the sample does not take place, (see Figure A.4). 7.1.4 Allow to stand maintaining a constant water level until the sample is thoroughly wetted (up to 36 h). 7.1.5 Remove the tubes and without delay, transfer the tubes t