The liners have failed to perform as required for a number of contributory reasons.
In my opinion HDPE was not an appropriate material for containment of the specified process solutions at the specified temperatures. And the various HDPE components used in the lining system were not of consistent quality - the smooth 5mm material, in particular, was completely unacceptable due to its low stress cracking resistance, low carbon content, low ultraviolet radiation resistance, low oxidation resistance, and low break strength/elongation. This material was the cause of many leaks.
The HDPE has absorbed organic components from the process solutions resulting in swelling, bowing, and the development of blisters in the liners on the walls and floors. Consequently, welds have been unduly stressed, studs have separated from the back surface of the sheet, welds have separated, and cracks have occurred. Attempts to repair the liner have been compromised by the evolution of absorbed organic vapors as the base liner has been heated during repair welding.
The training and experience of the welders was not adequate and trial weld and test procedures were not sufficient to assure that leak-tight, mechanically-durable production welds would be achieved. As a result welds were not adequately bonded, gaps were not adequately filled, cracks initiated in weld deposits and in adjacent sheet, and leaks occurred.
A lack of understanding of spark testing, and failure to perform proper calibration tests, has resulted in the lack of detection of leaks through welds, particularly through overlap fillet extrusion welds at the edges of cap strips and patches.
One of the more significant combinations of design and installation inadequacies has been the limited dimension of the leak drainage channel cast into the floor on which the floor panel welds were required to be positioned. ...
A large number of cracks had occurred at the ends of unstudded liner material on the weirs between the mixers and settlers. The cause of this cracking was the use of material with inferior stress cracking resistance and not that unstudded material was used.
To facilitate welding, studs have been removed from the sheet by mechanical means other than grinding, which is contrary to the requirements of the manufacturer, and which has resulted in cracking and leakage adjacent to the welds.
In my opinion the liner is irreparable. The need to remove all absorbed organic vapors prior to repair welding, the existence of non-penetrating defects that will eventually grow into leaks in the existing liner, the fact that new repair materials will also swell, bow, and stress their peripheral welds, and that continued oxidation of all HDPE components will lead to eventual embrittlement and stress cracking of the liner, make effective repairs impossible to assure.