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Unreinforced polypropylene (1mm)

On this page go to
Description
Experience
Site preparation
Installation
Durability
Seepage reduction
Cost
Advantages and disadvantages
Related pages

Pages in this section include:

  Flexible membrane lining techniques
  Flexible membrane materials
  Covered liners
  High-density polyethylene (0.75mm)
  Geosynthetic clay liners
  Exposed liners
  High-density polyethylene (2mm exposed)
  High-density polyethylene (1.5mm exposed)
  Linear low-density PE and very low-density PE
(1.5mm)
  DamSeal
Unreinforced polypropylene (1mm)
  Unreinforced polypropylene (0.75mm)
  Reinforced polypropylene (1.1mm)
  Butyl rubber
  Asphalt

Description Top button

Polypropylene (PP) is produced in both unreinforced and reinforced form to provide a choice in terms of tensile behaviour.

The unreinforced membrane is typically very flexible with excellent elongation capabilities, but the reinforced membrane has low thermal expansion properties. Its flexibility is similar to PVC, enabling prefabrication into panels of several thousand square metres.

Polypropylene has a quite good resistance to common chemical exposures, excellent mechanical properties and excellent UV performance when the polymer is properly stabilised. It is sometimes referred to as FPA (flexible polypropylene alloy). Reinforced and unreinforced polypropylene have UV and chemical resistance properties approaching those of HDPE.

Polypropylene is ideally suited for applications requiring long life in harsh conditions, particularly where substrate stability cannot be assured. Its puncture resistance makes it suitable for applications where a smooth substrate surface cannot be prepared.

Experience Top button

Common polypropylene applications include floating covers, landfill liners and caps, tank liners and sewage processing ponds. No literature reporting its effectiveness has been found, but the manufacturer estimates a useful life of 20 years.

Unreinforced polypropylene (PPU) (1mm) was trialed in 200m of the Dahwilly Main Channel by Murray Irrigation Limited in July 2002.

Site preparation Top button

Subgrade preparation required:
  • Channel reprofiling to achieve consistent batter slopes and minimal protrusions.
  • Silt and clod removal.
Installation Top button

Method of installation

Installation occurred during July 2002. Approximately two days was required for the installation.
The liner material was supplied in large roll 6.5-7.0m wide. To lay the PPU across the channel profile, a crew of four was required to pull the material from the roll across the channel. Two additional crew members were required to weld sections together.

The PPU channel section had a small curve, which was accommodated by the material. However, a stock fence (installed across the channel in the previous year to exclude stock) was in the way. Careful installation was required around the posts on the channel bank, cutting and rejoining the liner.
The liner was anchored in trenches along the channel bank and the end treatment utilised geosynthetic clay lining (GCL).

Figure 1 Welding the PPU sheets together Figure 1 Welding the PPU sheets together

Figure 2 PPU channel section near completion (LLDPE is in the background) Figure 2 PPU channel section near completion (LLDPE is in the background)


Specialised equipment

Material spool and joining equipment.

Installation Issues

There was some evidence of material being damaged either during shipping or transport to the site, but this did not cause significant problems.

The material spool used for other liners did not fit the rolls of PPU, so makeshift rollers using lengths of steel pipe were used. This was not satisfactory because the pipes kept sliding out when unrolling the material. As a result it was decided to roll the material out along flat ground, cut it to the required length, and then drag the section into the channel.

Weather considerations


There were high winds during installation and difficulty in laying the material slowed the process significantly, causing sheets to move during the welding process.

Durability Top button

The manufacturer estimates a useful life of approximately 20 years.

Seepage reduction Top button

The baseline seepage rate at the PPU site was 7.8L/m2/day. A pondage test in 2003 identified a seepage reduction of 94% (to 0.5L/m2/day).

Cost Top button

A breakdown of the costs is presented in the following table. The total lining cost of $46,114 (2002), or $15.37/m2, is based on a supplied surface area of 3,000m2.

Table 1 Breakdown of costs for PPU (1.0mm)


Item

Cost ($)

Cost ($/m2)1

Earth works (excavator, loader, etc.)

$3,806 $1.27
Materials $23,499 $7.83
Delivery $2,500 $0.83
Installation $9,907 $3.30
MIL staff wages, on-costs, etc. $5,015 $1.67
Fencing $1,138 $5.69/m
Misc. $ 249 $0.08
TOTAL $46,114 $15.37
1. Cost per square metre based on 3,000m2 of material supplied.
2. Cost per metre of fencing based on 200m section of channel.


Cost for materials and installation are indicative of a commercial application to a longer section of channel. Other costs would be expected to reduce marginally as economies of scale in earth works, delivery, utilisation of staff, and fencing are achieved. The costs are exclusive of GST.

Advantages and disadvantages Top button

Advantages
  • Despite some unfavourable conditions in the form of wind and a wet subgrade, installation of PPU was considered to be quite straightforward.
  • PPU could be installed on a curved section of channel, and although requiring care, was installed around posts on the channel bank, involving cutting of the liner and subsequent welding.

Disadvantages

  • PPU is not suited to installation under windy conditions, as this makes it difficult to lay the material and can cause the sheets to move during welding.
  • Wet subgrade conditions can interfere with the welding process.
  • Exposed installations require fencing to prevent risk of damage by animals.
Related pages Top button

Flexible membrane lining techniques
Flexible membrane materials
Covered liners
High-density polyethylene (0.75mm)
Geosynthetic clay liners
Exposed liners
High-density polyethylene (2mm exposed)
High-density polyethylene (1.5mm exposed)
Linear low-density PE and very low-density PE
(1.5mm)

DamSeal
Unreinforced polypropylene (0.75mm)
Reinforced polypropylene (1.1mm)
Butyl rubber
Asphalt
   

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Page last reviewed on 25/6/04