reference projects
flyer and power-point-presentations:

Collector Wells in the USA:

The following projects we performed in cooperation with an American partner who built the caissons.

BHG Brechtel GmbH / PREUSSAG / PST Spezialtiefbau respectivly (see history of BHG Brechtel GmbH) installed the laterals by application of the PREUSSAG Kiesmantel method.




Perth Amboy

The caisson has a depth of 26 m (ca. 85 ft). 5 laterals with a complete length of 280 m (ca. 919 ft) were constructed. After finishing the expected length of each lateral a 250 mm- (ca. 10"-) screen was installed and the artificial gravel pack was flushed in.

The capacity of this well was designed for about 800 cubicmeters per hour (ca. 5 MGD). The project was successfully executed in 1987.




Independence

This project was realized in 1993.

The installation of 9 laterals was done out of a 38 m (ca. 125 ft) deep caisson. The expected pumping rate of 2200 cubicmeters per hour ( ca. 14 MGD) was realized by installation of a complete length of 490 m screens with an artificial gravel pack.




Cape Girardeau

In 1998 an other contract in the USA was performed.

For realizing a pumping rate of 1060 cubicmeters per hour (ca. 6,7 MGD) 6 laterals had to be built. All in all 315 m ( ca 1033 ft) stainless steel screens with an inner diameter of 300 mm ( ca. 12") were installed.

The aquifer at the Mississippi river bank infiltration requested to cover the screens whith an artificial gravel pack installation. This was realized by using the PREUSSAG Kiesmantel method.




back to main page reference projects/collector wells




contact imprint