Guidelines for Pipe Bursting

Rehabilitation and Maintenance of Drains and Sewers (2nd edition) - Types of damage, their causes and consequences

Sewer systems are either permanently or temporarily subject to different physical, chemical, biochemical and biological forms of stress. The second ...

Rehabilitation and Maintenance of Drains and Sewers

A comprehensive overview of the state of technology in the area of sewer maintenance with an emphasis on pipe materials ...

WWF Report: Water Conflict – Myth or Reality

Hydrological cycle

History of municipal drain and sewer systems

Practical Guideline for the Application of Microtunnelling Methods for the ecological, cost-minimised installation of drains and sewers

Offers an overview of the possibilities of trenchless installation of non-accessible drains and sewers

Guidelines for Pipe Ramming

Trenchless Technology for Installation of Cables and Pipelines

Comprehensive and detailed discussion of trenchless construction methods and all associated fields

Trenchless Technology for Installation of Cables and Pipelines - 2nd Volume: Horizontal Directional Drilling (HDD)

Rehabilitation and Maintenance of Drains and Sewers (2nd edition) - Management and monitoring of cleaning measures

Cleaning is one of the most important measures for maintaining and ensuring a long-lasting efficiency of drain and sewer systems. ...

OPERATING AND MAINTENANCE MANUAL

DrainLCR-System

OPERATING AND MAINTENANCE MANUAL

Inversion System with Inversion Drum

DrainLCR-Liner system

Rehabilitation of a branch connection by means of a top hat sleeve

FABEKUN® saddle

Installation instructions for the FABEKUN® saddle with ball joint

FABEKUN® sewerage pipes

Laying and installation instructions for FABEKUN® sewerage pipes

HS® sewerage pipes

Installation instruction for HS® sewerage pipes

Grouted-in-place lining process

Renovation of an ovoid cross section DN 2250/1800 by the TROLINING®-double system without Preliner.Task promoted by MUNLV NRW

Spirally-wound pipe lining with self-propelled winding machine

Renovation of a concrete sewer DN 1200 by lining with site-manufactured pipes by means of a self-propelled winding machine (RotaLoc)

Modernization of small sewage treatment plant

Modernization of a three-chamber dry well using the open-cut method by means of the new installation of an SBR-unit

Static Pipe Bursting

Replacement of a vitrified clay sewer DN 300 and DN 400 by static pipe bursting with PE-HD pipes OD 450 ...

Grouted-in-place lining process for potable water pipelines

Renovation of a potable water pipeline DN 100 with the Cempipe process

Discrete pipe process

Renovation of a ovoid brickwork cross section DN 600/900 with the GRP discrete pipe process

Joint rehabilitation and crack injection

Repair of masonry sewage collectors and manholes while retaining the original masonry by rehabilitation of the joints and crack injection

Manhole top rehabilitation and releveling

Replacement of a defective manhole top and repair of the surrounding road surface

Manhole restoration by means of manhole frame remover

Manhole restoration by means of manhole frame remover

Cured-in-place process

Renovation of a vitrified clay sewer DN 250 to DN 350 with the KM-Inliner method

Repair with stainless steel sleeves

Repair of HD-PE drain pipe of nominal sizes DN 150 to DN 350 with the stainless steel 'Stuttgarter Sleeve'

Rehabilitation of a wastewater impounding basin by means of vitrified clay plates

In this virtual construction site, the rehabilitation of a wastewater impounding basin by means of the KeraLine system is presented.

Renovation of a defective sewer section with a nominal size DN 400 and a length of section of 50 m by means of discrete pipes in the pushing-in process

In this virtual construction site, the renovation of a defective sewer section with discrete pipes in the pushing-in process is ...

Renovation of a defect water pipeline made of grey cast iron pipes of the nominal size DN 300 by means of the deformation process

In this virtual construction site, the renovation of a defect water pipeline made of grey cast iron pipes of the ...

Renovation of a defective sewer section consisting of concrete pipes DN 500 with lateral and longitudinal cracks and pipe fracture by means of the grouted-in-place lining process

In this virtual construction site, the installation of a Trolining Preliner system in a sewer section consisting of concrete pipes ...

Renovation of a defective sewer section consisting of concrete pipes DN 400 with a section length of 60 m by means of lining with spirally wound pipes

In this virtual construction site, the renovation of a defective sewer section consisting of concrete pipes DN 400 with a ...

Repair of a 6.0 m long defective sewer sector, consisting of concrete pipes DN 500 with a short hose

In this virtual construction site, the repair of a 6.0 m long defective sewer sector, consisting of concrete pipes DN ...

Localisation of leaks with the aid of sewer probe based on measuring electrical resistance

In this virtual construction site, the localising of leaks in a vitrified clay sewer section DN 600 with a section ...

Renovation of a defective lateral consisting of vitrified clay pipes DN 125 with a length of 8 m by means of the cured-in place lining method

In this virtual construction site, the renovation of a defective private domain sewer and a defective lateral of vitrified clay ...

Renovation of a defective sewer section consisting of vitrified clay pipes DN 300 with cracks, fractures and leaking joints by means of the cured-in place lining method with light hardening

In this virtual construction site, the renovation of a vitrified clay pipe with cracks, fragmented pipes and leaking joints exemplary ...

Renovation of sewer section consisting of a concrete pipe DN 300 with a length of 50 m by means of the cured-in place lining method

In this virtual construction site, the renovation of a defective sewer section consisting of a concrete pipe DN 300, length ...

Renovation of a defective vitrified clay lateral DN 150 with a length of 6 m by means of the cured-in place lining method

In this virtual construction site, the renovation of a defective vitrified clay lateral DN 150 with a length of 6 ...