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SHEET MATERIALS DETERMINATION OF WATER VAPOUR TRANSMISSION RATE - GRAVIMETRIC (DISH) METHOD (ISO 2528 : 1995, IDT)
MS ISO 2528 : 2000 (CONFIRMED:2008)
Status : Withdrawn
Format : PDF

This Malaysian Standard specifies a method for the determination of the water vapour transmission rate (often erroneously called “permeability”) of sheet materials.

This method is ....Read more not generally recommended for use if the transmission rate is expected to be less than
1 g/(m2-d) or for materials thicker than 3 mm. In such cases the method specified in ISO 9932 is preferred.

The method cannot be applied to film materials that are damaged by hot wax or that shrink to an appreciable extent under the test conditions used.

For some purposes it may be necessary to determine the transmission rate of creased material.
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Dried seaweed from Carrageenophyte - Specification
MS 2528:2013
Status : Original
Format : PDF

This Malaysian Standard prescribes the quality specifications, grade, safety requirements and methods of analysis and sampling for dried seaweed from Carrageenophytes, mainly from the Kappaphycus spp. ....Read more and Eucheuma spp. Close

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Pineapple (Ananas comosus L.) vegetative planting materials - Specification
MS 2527:2012
Status : Original
Format : PDF

This Malaysian Standard prescribes the requirements for pineapple vegetative planting materials for commercial planting.

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Urban stormwater management - Part 20: Hydraulic structures
MS 2526-20:2014
Status : Original
Format : PDF

This Malaysian Standard specifies guidelines for the selection of hydraulic structures used to positively control water flow velocities, directions and depths, the elevation and slope of the stream be ....Read more d, and the general configuration of a channel including its stability and maintenance characteristics. Close

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Urban stormwater management - Part 17: Bioengineered channels
MS 2526-17:2014
Status : Original
Format : PDF

This Malaysian Standard specifies criteria for bioengineered channels to protect streambanks and channels from the negative consequences of sedimentation and bank sloughing.

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Urban stormwater management - Part 16: Engineered channels
MS 2526-16:2014
Status : Original
Format : PDF

This Malaysian Standard specifies criteria for the design of engineered channels. Criteria are also specified for the conveyance system used to convey major runoff from terraces, diversions, or other ....Read more water concentrations without damage of erosion or flooding. Close

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Urban stormwater management - Part 15: Pipe Drains
MS 2526-15:2014
Status : Original
Format : PDF

This Malaysian Standard specifies design and planning criteria of the stormwater pipe drain systems or storm sewers. It will enable the drainage facilities for urban areas to be designed cost-economic ....Read more ally with least danger and inconvenience to the public from flooding and from service maintenance requirements. Close

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Urban stormwater management - Part 19: Gate and pump
MS 2526-19:2014
Status : Original
Format : PDF

This Malaysian Standard specifies design acceptance criteria for stormwater gates and pumping station facilities. It does not detail out criteria and required facilities which are associated with sto ....Read more rmwater quantity and quality control management as well as the derivation of design flow hydrographs. These are specified in other parts. Close

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Urban stormwater management - Part 18: Culvert
MS 2526-18:2014
Status : Original
Format : PDF

This Malaysian Standard specifies design and planning criteria for culverts; which can avert some common problems with culvert design and construction like overtopping, erosion of embankments, siltati ....Read more on, upstream ponding and debris control. It will also avoid the culvert from being inadequate (to carry the designed discharge), unsafe and costly. It does not cover details of hydraulic design or the range of product types available in the market. Close

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Urban stormwater management - Part 14: Drains and swales
MS 2526-14:2014
Status : Original
Format : PDF

This Malaysian Standard specifies criteria for the design of open drainage systems including structures and composite drains and swales. Maximum depths, side slopes and reserve requirements are also s ....Read more pecified. Close

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