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HEPP Reißeck 2 / Austria

HEPP Reißeck 2 / Austria Show reference
HEPP Reißeck 2

Scope of engineering:

 

Basic and detail engineering

- surge chamber Schoberboden

- pressure shaft DN3600

- horizontal shaft DN3600

- upstream distribution pipes DN3600 / DN2500 / DN2500

- downstream transition pieces 3900 x 2100 auf DN 2500

- downstream distribution pipes DN6200 / DN2500 / DN2500

- downstream steel linings DN5400 / DN4700 / DN3600

- surge chamber Burgstall

 

Creation of bill of materials

Static calculation of all components

Project management

Pressure test incl. strain measurement

Commissioning

Operator training

Documentation

 

Technical data:

surge chamber Schoberboden:                                         

Total weight                   95 t                                              

Total length                    11 m                                            

Wall thickness                45 to 110 mm                            

 

upstream distribution pipes:                                            

Total weight                   355 t                                            

Total length                    95 m                                            

Wall thickness                41 to 170 mm                            

 

downstream distribution pipes:                                       

Total weight                   120 t                                            

Total length                    79 m                                            

Wall thickness                13 to 60 mm                              

 

surge chamber Burgstall:

Total weight                   116 to

Total length                    99,5 m

Wall thickness                12 to 55 mm

 

pressure shaft:

Total weight                   3350 t

Total length                    1414 m

Wall thickness                20 to 33 mm

downstream transition pieces:

Total weight                   2 x 11,5 t

Total length                    2 x 5,5 m

Wall thickness                20 mm

 

downstream steel linings:

Total weight                   530 t

Total length                    240 m

Wall thickness                15 to 50 mm

 

Client: Verbund Hydro Power GmbH

 

Project Duration: 2010 to 2015

HEPP Reißeck 2

Scope of engineering:

 

Basic and detail engineering

- surge chamber Schoberboden

- pressure shaft DN3600

- horizontal shaft DN3600

- upstream distribution pipes DN3600 / DN2500 / DN2500

- downstream transition pieces 3900 x 2100 auf DN 2500

- downstream distribution pipes DN6200 / DN2500 / DN2500

- downstream steel linings DN5400 / DN4700 / DN3600

- surge chamber Burgstall

 

Creation of bill of materials

Static calculation of all components

Project management

Pressure test incl. strain measurement

Commissioning

Operator training

Documentation

 

Technical data:

surge chamber Schoberboden:                                         

Total weight                   95 t                                              

Total length                    11 m                                            

Wall thickness                45 to 110 mm                            

 

upstream distribution pipes:                                            

Total weight                   355 t                                            

Total length                    95 m                                            

Wall thickness                41 to 170 mm                            

 

downstream distribution pipes:                                       

Total weight                   120 t                                            

Total length                    79 m                                            

Wall thickness                13 to 60 mm                              

 

surge chamber Burgstall:

Total weight                   116 to

Total length                    99,5 m

Wall thickness                12 to 55 mm

 

pressure shaft:

Total weight                   3350 t

Total length                    1414 m

Wall thickness                20 to 33 mm

downstream transition pieces:

Total weight                   2 x 11,5 t

Total length                    2 x 5,5 m

Wall thickness                20 mm

 

downstream steel linings:

Total weight                   530 t

Total length                    240 m

Wall thickness                15 to 50 mm

 

Client: Verbund Hydro Power GmbH

 

Project Duration: 2010 to 2015

HEPP Reißeck 2

Scope of engineering:

 

Basic and detail engineering

- surge chamber Schoberboden

- pressure shaft DN3600

- horizontal shaft DN3600

- upstream distribution pipes DN3600 / DN2500 / DN2500

- downstream transition pieces 3900 x 2100 auf DN 2500

- downstream distribution pipes DN6200 / DN2500 / DN2500

- downstream steel linings DN5400 / DN4700 / DN3600

- surge chamber Burgstall

 

Creation of bill of materials

Static calculation of all components

Project management

Pressure test incl. strain measurement

Commissioning

Operator training

Documentation

 

Technical data:

surge chamber Schoberboden:                                         

Total weight                   95 t                                              

Total length                    11 m                                            

Wall thickness                45 to 110 mm                            

 

upstream distribution pipes:                                            

Total weight                   355 t                                            

Total length                    95 m                                            

Wall thickness                41 to 170 mm                            

 

downstream distribution pipes:                                       

Total weight                   120 t                                            

Total length                    79 m                                            

Wall thickness                13 to 60 mm                              

 

surge chamber Burgstall:

Total weight                   116 to

Total length                    99,5 m

Wall thickness                12 to 55 mm

 

pressure shaft:

Total weight                   3350 t

Total length                    1414 m

Wall thickness                20 to 33 mm

downstream transition pieces:

Total weight                   2 x 11,5 t

Total length                    2 x 5,5 m

Wall thickness                20 mm

 

downstream steel linings:

Total weight                   530 t

Total length                    240 m

Wall thickness                15 to 50 mm

 

Client: Verbund Hydro Power GmbH

 

Project Duration: 2010 to 2015

HEPP Reißeck 2

Scope of engineering:

 

Basic and detail engineering

- surge chamber Schoberboden

- pressure shaft DN3600

- horizontal shaft DN3600

- upstream distribution pipes DN3600 / DN2500 / DN2500

- downstream transition pieces 3900 x 2100 auf DN 2500

- downstream distribution pipes DN6200 / DN2500 / DN2500

- downstream steel linings DN5400 / DN4700 / DN3600

- surge chamber Burgstall

 

Creation of bill of materials

Static calculation of all components

Project management

Pressure test incl. strain measurement

Commissioning

Operator training

Documentation

 

Technical data:

surge chamber Schoberboden:                                         

Total weight                   95 t                                              

Total length                    11 m                                            

Wall thickness                45 to 110 mm                            

 

upstream distribution pipes:                                            

Total weight                   355 t                                            

Total length                    95 m                                            

Wall thickness                41 to 170 mm                            

 

downstream distribution pipes:                                       

Total weight                   120 t                                            

Total length                    79 m                                            

Wall thickness                13 to 60 mm                              

 

surge chamber Burgstall:

Total weight                   116 to

Total length                    99,5 m

Wall thickness                12 to 55 mm

 

pressure shaft:

Total weight                   3350 t

Total length                    1414 m

Wall thickness                20 to 33 mm

downstream transition pieces:

Total weight                   2 x 11,5 t

Total length                    2 x 5,5 m

Wall thickness                20 mm

 

downstream steel linings:

Total weight                   530 t

Total length                    240 m

Wall thickness                15 to 50 mm

 

Client: Verbund Hydro Power GmbH

 

Project Duration: 2010 to 2015

 

 

HEPP Reißeck 2

Scope of engineering:

 

Basic and detail engineering

- surge chamber Schoberboden

- pressure shaft DN3600

- horizontal shaft DN3600

- upstream distribution pipes DN3600 / DN2500 / DN2500

- downstream transition pieces 3900 x 2100 auf DN 2500

- downstream distribution pipes DN6200 / DN2500 / DN2500

- downstream steel linings DN5400 / DN4700 / DN3600

- surge chamber Burgstall

 

Creation of bill of materials

Static calculation of all components

Project management

Pressure test incl. strain measurement

Commissioning

Operator training

Documentation

 

Technical data:

surge chamber Schoberboden:                                         

Total weight                   95 t                                              

Total length                    11 m                                            

Wall thickness                45 to 110 mm                            

 

upstream distribution pipes:                                            

Total weight                   355 t                                            

Total length                    95 m                                            

Wall thickness                41 to 170 mm                            

 

downstream distribution pipes:                                       

Total weight                   120 t                                            

Total length                    79 m                                            

Wall thickness                13 to 60 mm                              

 

surge chamber Burgstall:

Total weight                   116 to

Total length                    99,5 m

Wall thickness                12 to 55 mm

 

pressure shaft:

Total weight                   3350 t

Total length                    1414 m

Wall thickness                20 to 33 mm

downstream transition pieces:

Total weight                   2 x 11,5 t

Total length                    2 x 5,5 m

Wall thickness                20 mm

 

downstream steel linings:

Total weight                   530 t

Total length                    240 m

Wall thickness                15 to 50 mm

 

Client: Verbund Hydro Power GmbH

 

Project Duration: 2010 to 2015

HEPP Sohlstufe Lehen / Austria

HEPP Sohlstufe Lehen / Austria Show reference
HEPP Sohlstufe Lehen

Scope of engineering:

 

Basic and detail engineering
- 4 Radial gates with pivot-mounted flap gate 16000 x 8000 mm
- Embedded fixed parts in concrete for revision gates
- Steel linings for the sill of the radial gate and downstream located step, approx. 150m²
- Air bubble facility to avoid icing
- Electrical heating system of the sliding surfaces for the gate sealing
- Trash rack 13200 x 10600 mm
- Rail-guided stop log for turbine inlet 13200 x 16300 mm
- Installation device and storage equipment for the rail-guided stop log
- Sliding stop log for turbine outlet 8500 x 6500 mm

 

Creation of bill of materials
Static calculation
Project management
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:
Number of turbines:                                                 2
Total weight of the
rail-guided stop log                    64 t each
Handling                                                                   Mobile crane + lifting beam
Total
weight of each trash rack                                22,2 t
Total weight of the fish-shaped beams                    35 t (incl. concrete)
Total weight
of the sliding stop log                           23 t each
Handling                                                                   Mobile lifting device
Number of weir fields                                               4
Total weight of radial gate                                        81 t per gate (incl. flap gate)
Drive system                                                            Hydraulic system

 

Client: Salzburg AG

Project duration: 05/2008 to 09/2013

 

HEPP Sohlstufe Lehen

Scope of engineering:

 

Basic and detail engineering
- 4 Radial gates with pivot-mounted flap gate 16000 x 8000 mm
- Embedded fixed parts in concrete for revision gates
- Steel linings for the sill of the radial gate and downstream located step, approx. 150m²
- Air bubble facility to avoid icing
- Electrical heating system of the sliding surfaces for the gate sealing
- Trash rack 13200 x 10600 mm
- Rail-guided stop log for turbine inlet 13200 x 16300 mm
- Installation device and storage equipment for the rail-guided stop log
- Sliding stop log for turbine outlet 8500 x 6500 mm

 

Creation of bill of materials
Static calculation
Project management
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:
Number of turbines:                                                 2
Total weight of the
rail-guided stop log                    64 t each
Handling                                                                   Mobile crane + lifting beam
Total
weight of each trash rack                                22,2 t
Total weight of the fish-shaped beams                    35 t (incl. concrete)
Total weight
of the sliding stop log                           23 t each
Handling                                                                   Mobile lifting device
Number of weir fields                                               4
Total weight of radial gate                                        81 t per gate (incl. flap gate)
Drive system                                                            Hydraulic system

 

Client: Salzburg AG

Project duration: 05/2008 to 09/2013

 

HEPP Sohlstufe Lehen

Scope of engineering:

 

Basic and detail engineering
- 4 Radial gates with pivot-mounted flap gate 16000 x 8000 mm
- Embedded fixed parts in concrete for revision gates
- Steel linings for the sill of the radial gate and downstream located step, approx. 150m²
- Air bubble facility to avoid icing
- Electrical heating system of the sliding surfaces for the gate sealing
- Trash rack 13200 x 10600 mm
- Rail-guided stop log for turbine inlet 13200 x 16300 mm
- Installation device and storage equipment for the rail-guided stop log
- Sliding stop log for turbine outlet 8500 x 6500 mm

 

Creation of bill of materials
Static calculation
Project management
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:
Number of turbines:                                                 2
Total weight of the
rail-guided stop log                    64 t each
Handling                                                                   Mobile crane + lifting beam
Total
weight of each trash rack                                22,2 t
Total weight of the fish-shaped beams                    35 t (incl. concrete)
Total weight
of the sliding stop log                           23 t each
Handling                                                                   Mobile lifting device
Number of weir fields                                               4
Total weight of radial gate                                        81 t per gate (incl. flap gate)
Drive system                                                            Hydraulic system

 

Client: Salzburg AG

Project duration: 05/2008 to 09/2013

 

HEPP Sohlstufe Lehen

Scope of engineering:

 

Basic and detail engineering
- 4 Radial gates with pivot-mounted flap gate 16000 x 8000 mm
- Embedded fixed parts in concrete for revision gates
- Steel linings for the sill of the radial gate and downstream located step, approx. 150m²
- Air bubble facility to avoid icing
- Electrical heating system of the sliding surfaces for the gate sealing
- Trash rack 13200 x 10600 mm
- Rail-guided stop log for turbine inlet 13200 x 16300 mm
- Installation device and storage equipment for the rail-guided stop log
- Sliding stop log for turbine outlet 8500 x 6500 mm

 

Creation of bill of materials
Static calculation
Project management
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:
Number of turbines:                                                 2
Total weight of the
rail-guided stop log                    64 t each
Handling                                                                   Mobile crane + lifting beam
Total
weight of each trash rack                                22,2 t
Total weight of the fish-shaped beams                    35 t (incl. concrete)
Total weight
of the sliding stop log                           23 t each
Handling                                                                   Mobile lifting device
Number of weir fields                                               4
Total weight of radial gate                                        81 t per gate (incl. flap gate)
Drive system                                                            Hydraulic system

 

Client: Salzburg AG

Project duration: 05/2008 to 09/2013

 

HEPP Sohlstufe Lehen

Scope of engineering:

 

Basic and detail engineering
- 4 Radial gates with pivot-mounted flap gate 16000 x 8000 mm
- Embedded fixed parts in concrete for revision gates
- Steel linings for the sill of the radial gate and downstream located step, approx. 150m²
- Air bubble facility to avoid icing
- Electrical heating system of the sliding surfaces for the gate sealing
- Trash rack 13200 x 10600 mm
- Rail-guided stop log for turbine inlet 13200 x 16300 mm
- Installation device and storage equipment for the rail-guided stop log
- Sliding stop log for turbine outlet 8500 x 6500 mm

 

Creation of bill of materials
Static calculation
Project management
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:
Number of turbines:                                                 2
Total weight of the
rail-guided stop log                    64 t each
Handling                                                                   Mobile crane + lifting beam
Total
weight of each trash rack                                22,2 t
Total weight of the fish-shaped beams                    35 t (incl. concrete)
Total weight
of the sliding stop log                           23 t each
Handling                                                                   Mobile lifting device
Number of weir fields                                               4
Total weight of radial gate                                        81 t per gate (incl. flap gate)
Drive system                                                            Hydraulic system

 

Client: Salzburg AG

Project duration: 05/2008 to 09/2013

 

HEPP Bancairon - Revision Gates/ France

HEPP Bancairon - Revision Gates/ France Show reference
HEPP Bancairon - Revision Gates

Scope of engineering:

 

Basic and detail engineering
- two revision gates incl. drive units
- lifting device
- guidance
- bypass-valves
- mounting device

 

Creation of bill of materials
Static calculation
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:          
Number of revision gates:            2
Dimensions of sliding plate :        3600 x 3400 x 300 mm
Dimensions of lifting device:        3600 x 2800 x 200 mm
Dimensions of drive unit:             5400 x 3600 x 1200 mm
Weight of the revision gate:        6t per gate
Mechanical drive system:            Rack-and-pinion drive

 

Client: Électricité de France (EDF)

 

Project duration: 05/2011 to 04/2012

 

 

HEPP Bancairon - Revision Gates

Scope of engineering:

 

Basic and detail engineering
- two revision gates incl. drive units
- lifting device
- guidance
- bypass-valves
- mounting device

 

Creation of bill of materials
Static calculation
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:          
Number of revision gates:            2
Dimensions of sliding plate :        3600 x 3400 x 300 mm
Dimensions of lifting device:        3600 x 2800 x 200 mm
Dimensions of drive unit:             5400 x 3600 x 1200 mm
Weight of the revision gate:        6t per gate
Mechanical drive system:            Rack-and-pinion drive

 

Client: Électricité de France (EDF)

 

Project duration: 05/2011 to 04/2012

 

 

HEPP Bancairon - Revision Gates

Scope of engineering:

 

Basic and detail engineering
- two revision gates incl. drive units
- lifting device
- guidance
- bypass-valves
- mounting device

 

Creation of bill of materials
Static calculation
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:          
Number of revision gates:            2
Dimensions of sliding plate :        3600 x 3400 x 300 mm
Dimensions of lifting device:        3600 x 2800 x 200 mm
Dimensions of drive unit:             5400 x 3600 x 1200 mm
Weight of the revision gate:        6t per gate
Mechanical drive system:            Rack-and-pinion drive

 

Client: Électricité de France (EDF)

 

Project duration: 05/2011 to 04/2012

 

 

HEPP Bancairon - Revision Gates

Scope of engineering:

 

Basic and detail engineering
- two revision gates incl. drive units
- lifting device
- guidance
- bypass-valves
- mounting device

 

Creation of bill of materials
Static calculation
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:          
Number of revision gates:            2
Dimensions of sliding plate :        3600 x 3400 x 300 mm
Dimensions of lifting device:        3600 x 2800 x 200 mm
Dimensions of drive unit:             5400 x 3600 x 1200 mm
Weight of the revision gate:        6t per gate
Mechanical drive system:            Rack-and-pinion drive

 

Client: Électricité de France (EDF)

 

Project duration: 05/2011 to 04/2012

 

 

HEPP Bancairon - Revision Gates

Scope of engineering:

 

Basic and detail engineering
- two revision gates incl. drive units
- lifting device
- guidance
- bypass-valves
- mounting device

 

Creation of bill of materials
Static calculation
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:          
Number of revision gates:            2
Dimensions of sliding plate :        3600 x 3400 x 300 mm
Dimensions of lifting device:        3600 x 2800 x 200 mm
Dimensions of drive unit:             5400 x 3600 x 1200 mm
Weight of the revision gate:        6t per gate
Mechanical drive system:            Rack-and-pinion drive

 

Client: Électricité de France (EDF)

 

Project duration: 05/2011 to 04/2012

 

HEPP Koralpe - Distribution Pipes/ Austria

HEPP Koralpe - Distribution Pipes/ Austria Show reference
HEPP Koralpe - Distribution Pipes

Scope of engineering:

Basic and detail engineering
- of upstream pipes DN1400 to DN735
- Y – junction DN1400 / DN1400 / DN1400
- Miscellaneous cones
- Upstream pipe with flange DN735
- downstream pipes DN1180 to DN1075
- Downstream pipe with flange DN1075
- Manhole DN800

Creation of bill of materials
Static calculation
Scheduling
Assembly and erection engineering
Pressure test of the upstream piping
Concreting of the upstream pipes while internal water pressure is acting
Pressure test of the downstream piping
Documentation

Technical data:
Total weight upstream                                86 t
Total length upstream                                100 m
upstream testing pressure                         1315 mwc
upstream wall thickness                             18 to 45 mm
Total weight downstream                            4 t
Total length downstream                            11 m
downstream testing pressure                     43 mwc
downstream wall thickness                        10 mm

Client: Kärntner Elektrizitätswerk AG (KELAG)

Project Duration: 2010 to 2011

 

HEPP Koralpe - Distribution Pipes

Scope of engineering:

Basic and detail engineering
- of upstream pipes DN1400 to DN735
- Y – junction DN1400 / DN1400 / DN1400
- Miscellaneous cones
- Upstream pipe with flange DN735
- downstream pipes DN1180 to DN1075
- Downstream pipe with flange DN1075
- Manhole DN800

Creation of bill of materials
Static calculation
Scheduling
Assembly and erection engineering
Pressure test of the upstream piping
Concreting of the upstream pipes while internal water pressure is acting
Pressure test of the downstream piping
Documentation

Technical data:
Total weight upstream                                86 t
Total length upstream                                100 m
upstream testing pressure                         1315 mwc
upstream wall thickness                             18 to 45 mm
Total weight downstream                            4 t
Total length downstream                            11 m
downstream testing pressure                     43 mwc
downstream wall thickness                        10 mm

Client: Kärntner Elektrizitätswerk AG (KELAG)

Project Duration: 2010 to 2011

 

HEPP Koralpe - Distribution Pipes

Scope of engineering:

Basic and detail engineering
- of upstream pipes DN1400 to DN735
- Y – junction DN1400 / DN1400 / DN1400
- Miscellaneous cones
- Upstream pipe with flange DN735
- downstream pipes DN1180 to DN1075
- Downstream pipe with flange DN1075
- Manhole DN800

Creation of bill of materials
Static calculation
Scheduling
Assembly and erection engineering
Pressure test of the upstream piping
Concreting of the upstream pipes while internal water pressure is acting
Pressure test of the downstream piping
Documentation

Technical data:
Total weight upstream                                86 t
Total length upstream                                100 m
upstream testing pressure                         1315 mwc
upstream wall thickness                             18 to 45 mm
Total weight downstream                            4 t
Total length downstream                            11 m
downstream testing pressure                     43 mwc
downstream wall thickness                        10 mm

Client: Kärntner Elektrizitätswerk AG (KELAG)

Project Duration: 2010 to 2011

 

HEPP Koralpe - Distribution Pipes

Scope of engineering:

Basic and detail engineering
- of upstream pipes DN1400 to DN735
- Y – junction DN1400 / DN1400 / DN1400
- Miscellaneous cones
- Upstream pipe with flange DN735
- downstream pipes DN1180 to DN1075
- Downstream pipe with flange DN1075
- Manhole DN800

Creation of bill of materials
Static calculation
Scheduling
Assembly and erection engineering
Pressure test of the upstream piping
Concreting of the upstream pipes while internal water pressure is acting
Pressure test of the downstream piping
Documentation

Technical data:
Total weight upstream                                86 t
Total length upstream                                100 m
upstream testing pressure                         1315 mwc
upstream wall thickness                             18 to 45 mm
Total weight downstream                            4 t
Total length downstream                            11 m
downstream testing pressure                     43 mwc
downstream wall thickness                        10 mm

Client: Kärntner Elektrizitätswerk AG (KELAG)

Project Duration: 2010 to 2011

 

HEPP Koralpe - Distribution Pipes

Scope of engineering:

Basic and detail engineering
- of upstream pipes DN1400 to DN735
- Y – junction DN1400 / DN1400 / DN1400
- Miscellaneous cones
- Upstream pipe with flange DN735
- downstream pipes DN1180 to DN1075
- Downstream pipe with flange DN1075
- Manhole DN800

Creation of bill of materials
Static calculation
Scheduling
Assembly and erection engineering
Pressure test of the upstream piping
Concreting of the upstream pipes while internal water pressure is acting
Pressure test of the downstream piping
Documentation

Technical data:
Total weight upstream                                86 t
Total length upstream                                100 m
upstream testing pressure                         1315 mwc
upstream wall thickness                             18 to 45 mm
Total weight downstream                            4 t
Total length downstream                            11 m
downstream testing pressure                     43 mwc
downstream wall thickness                        10 mm

Client: Kärntner Elektrizitätswerk AG (KELAG)

Project Duration: 2010 to 2011

Nussdorf - Lock Gate / Austria

Nussdorf - Lock Gate / Austria Show reference
Nussdorf - Lock Gate

Scope of engineering:

 

Basic and detail engineering
- Replacement of the lock gate drive unit
- Rehabilitation of lock gate
- Design of new fixed parts for the stop log guidance

 

Creation of bill of materials
Static calculation
Project management
Creation and submission of all documents to technical inspection
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:
Dimensions of the lock gate            15100 x 11500 mm
Weight of the lock gate                    approx. 85 t
Lifting force per cylinder                  100 t
Cylinder stroke                                 13100 mm
Cylinders with external position measurement

 

Client: via Donau

 

Project duration: 04/2009 to 08/2010

 

Nussdorf - Lock Gate

Scope of engineering:

 

Basic and detail engineering
- Replacement of the lock gate drive unit
- Rehabilitation of lock gate
- Design of new fixed parts for the stop log guidance

 

Creation of bill of materials
Static calculation
Project management
Creation and submission of all documents to technical inspection
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:
Dimensions of the lock gate            15100 x 11500 mm
Weight of the lock gate                    approx. 85 t
Lifting force per cylinder                  100 t
Cylinder stroke                                 13100 mm
Cylinders with external position measurement

 

Client: via Donau

 

Project duration: 04/2009 to 08/2010

 

 

v

Nussdorf - Lock Gate

Scope of engineering:

 

Basic and detail engineering
- Replacement of the lock gate drive unit
- Rehabilitation of lock gate
- Design of new fixed parts for the stop log guidance

 

Creation of bill of materials
Static calculation
Project management
Creation and submission of all documents to technical inspection
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:
Dimensions of the lock gate            15100 x 11500 mm
Weight of the lock gate                    approx. 85 t
Lifting force per cylinder                  100 t
Cylinder stroke                                 13100 mm
Cylinders with external position measurement

 

Client: via Donau

 

Project duration: 04/2009 to 08/2010

 

Nussdorf - Lock Gate

Scope of engineering:

 

Basic and detail engineering
- Replacement of the lock gate drive unit
- Rehabilitation of lock gate
- Design of new fixed parts for the stop log guidance

 

Creation of bill of materials
Static calculation
Project management
Creation and submission of all documents to technical inspection
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:
Dimensions of the lock gate            15100 x 11500 mm
Weight of the lock gate                    approx. 85 t
Lifting force per cylinder                  100 t
Cylinder stroke                                 13100 mm
Cylinders with external position measurement

 

Client: via Donau

 

Project duration: 04/2009 to 08/2010

 

Nussdorf - Lock Gate

Scope of engineering:

 

Basic and detail engineering
- Replacement of the lock gate drive unit
- Rehabilitation of lock gate
- Design of new fixed parts for the stop log guidance

 

Creation of bill of materials
Static calculation
Project management
Creation and submission of all documents to technical inspection
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation

 

Technical data:
Dimensions of the lock gate            15100 x 11500 mm
Weight of the lock gate                    approx. 85 t
Lifting force per cylinder                  100 t
Cylinder stroke                                 13100 mm
Cylinders with external position measurement

 

Client: via Donau

 

Project duration: 04/2009 to 08/2010

 

 

Harbor Freudenau Port Gate / Austria

Harbor Freudenau Port Gate / Austria Show reference
Harbour Freudenau – port gate

Scope of services:


basic and detail engineering
- horizontal roller gate with rack and pinion drive
- stop log storage (with 4 stop log, stringers and trolley)
- flushing systems for the railway
- defroster
- piping DN600 for dewatering flood-water
- platforms and ladders

 

Creation of bill of materials
Static calculation of all components
Project management
Creation and submission of all documents to technical inspection
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation
Maintenance

Technical data:

Gate: Length: 30 m, Height: 16 m, Depth: 2 m, Weight: 220 tonnes
Drive: 30 kW, 2m/min, 219 kNm
4 stop log: Height: 2,6 m, Length: 2,2 m, Weight: 2 tonnes
Defroster: Length: 120 m, 8 bar
Relief pipeline for high water: DN600, Length: 3x35 m


Client: Alpine Bau GmbH


Period of time for realization: 

November 2007 – December 2010

Harbour Freudenau – port gate

Scope of services:


basic and detail engineering
- horizontal roller gate with rack and pinion drive
- stop log storage (with 4 stop log, stringers and trolley)
- flushing systems for the railway
- defroster
- piping DN600 for dewatering flood-water
- platforms and ladders

 

Creation of bill of materials
Static calculation of all components
Project management
Creation and submission of all documents to technical inspection
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation
Maintenance

Technical data:

Gate: Length: 30 m, Height: 16 m, Depth: 2 m, Weight: 220 tonnes
Drive: 30 kW, 2m/min, 219 kNm
4 stop log: Height: 2,6 m, Length: 2,2 m, Weight: 2 tonnes
Defroster: Length: 120 m, 8 bar
Relief pipeline for high water: DN600, Length: 3x35 m


Client: Alpine Bau GmbH


Period of time for realization: 

November 2007 – December 2010

Harbour Freudenau – port gate

Scope of services:


basic and detail engineering
- horizontal roller gate with rack and pinion drive
- stop log storage (with 4 stop log, stringers and trolley)
- flushing systems for the railway
- defroster
- piping DN600 for dewatering flood-water
- platforms and ladders

 

Creation of bill of materials
Static calculation of all components
Project management
Creation and submission of all documents to technical inspection
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation
Maintenance

Technical data:

Gate: Length: 30 m, Height: 16 m, Depth: 2 m, Weight: 220 tonnes
Drive: 30 kW, 2m/min, 219 kNm
4 stop log: Height: 2,6 m, Length: 2,2 m, Weight: 2 tonnes
Defroster: Length: 120 m, 8 bar
Relief pipeline for high water: DN600, Length: 3x35 m


Client: Alpine Bau GmbH


Period of time for realization: 

November 2007 – December 2010

Harbour Freudenau – port gate

Scope of services:


basic and detail engineering
- horizontal roller gate with rack and pinion drive
- stop log storage (with 4 stop log, stringers and trolley)
- flushing systems for the railway
- defroster
- piping DN600 for dewatering flood-water
- platforms and ladders

 

Creation of bill of materials
Static calculation of all components
Project management
Creation and submission of all documents to technical inspection
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation
Maintenance

Technical data:

Gate: Length: 30 m, Height: 16 m, Depth: 2 m, Weight: 220 tonnes
Drive: 30 kW, 2m/min, 219 kNm
4 stop log: Height: 2,6 m, Length: 2,2 m, Weight: 2 tonnes
Defroster: Length: 120 m, 8 bar
Relief pipeline for high water: DN600, Length: 3x35 m


Client: Alpine Bau GmbH


Period of time for realization: 

November 2007 – December 2010

Harbour Freudenau – port gate

Scope of services:


basic and detail engineering
- horizontal roller gate with rack and pinion drive
- stop log storage (with 4 stop log, stringers and trolley)
- flushing systems for the railway
- defroster
- piping DN600 for dewatering flood-water
- platforms and ladders

 

Creation of bill of materials
Static calculation of all components
Project management
Creation and submission of all documents to technical inspection
Scheduling
Preparation of operating and maintenance manuals
Risk assessment and hazard analysis
Declaration of conformity for CE marking
Assembly and erection engineering
Commissioning
Operator training
Documentation
Maintenance

Technical data:

Gate: Length: 30 m, Height: 16 m, Depth: 2 m, Weight: 220 tonnes
Drive: 30 kW, 2m/min, 219 kNm
4 stop log: Height: 2,6 m, Length: 2,2 m, Weight: 2 tonnes
Defroster: Length: 120 m, 8 bar
Relief pipeline for high water: DN600, Length: 3x35 m


Client: Alpine Bau GmbH


Period of time for realization: 

November 2007 – December 2010

HEPP Limberg 2 - Distribution Pipes / Austria

HEPP Limberg 2 - Distribution Pipes / Austria Show reference
HEPP Limberg 2 - Distribution Pipes

Scope of engineering:

 

Basic and detail engineering
- 2 transition pieces DN6800 / 6800 x 5000mm
- Main pipe DN6800
- Bifurcation DN6800 / DN5000 / DN5000
- Branch pipes DN5000

 

Creation of bill of materials
Static calculation
Flow analysis
Project management
Scheduling
Assembly and erection engineering
Post weld heat treatment of bifurcation
Commissioning
Operator training
Documentation

 

Technical data:
Total weight of distribution pipes            375 t
Total length of distribution pipes             83 m
Internal design pressure                         198 mwc
Total weight of transition pieces              2 x 69 t
Total length of transition pieces               2 x 9 m
Wall thickness of distribution pipes          25 - 120 mm

 

Client: Verbund Hydro Power GmbH

 

Project Duration: 2006 to 2010

 

 

HEPP Limberg 2 - Distribution Pipes

Scope of engineering:

 

Basic and detail engineering
- 2 transition pieces DN6800 / 6800 x 5000mm
- Main pipe DN6800
- Bifurcation DN6800 / DN5000 / DN5000
- Branch pipes DN5000

 

Creation of bill of materials
Static calculation
Flow analysis
Project management
Scheduling
Assembly and erection engineering
Post weld heat treatment of bifurcation
Commissioning
Operator training
Documentation

 

Technical data:
Total weight of distribution pipes            375 t
Total length of distribution pipes             83 m
Internal design pressure                         198 mwc
Total weight of transition pieces              2 x 69 t
Total length of transition pieces               2 x 9 m
Wall thickness of distribution pipes          25 - 120 mm

 

Client: Verbund Hydro Power GmbH

 

Project Duration: 2006 to 2010

 

 

HEPP Limberg 2 - Distribution Pipes

Scope of engineering:

 

Basic and detail engineering
- 2 transition pieces DN6800 / 6800 x 5000mm
- Main pipe DN6800
- Bifurcation DN6800 / DN5000 / DN5000
- Branch pipes DN5000

 

Creation of bill of materials
Static calculation
Flow analysis
Project management
Scheduling
Assembly and erection engineering
Post weld heat treatment of bifurcation
Commissioning
Operator training
Documentation

 

Technical data:
Total weight of distribution pipes            375 t
Total length of distribution pipes             83 m
Internal design pressure                         198 mwc
Total weight of transition pieces              2 x 69 t
Total length of transition pieces               2 x 9 m
Wall thickness of distribution pipes          25 - 120 mm

 

Client: Verbund Hydro Power GmbH

 

Project Duration: 2006 to 2010

 

 

HEPP Limberg 2 - Distribution Pipes

Scope of engineering:

 

Basic and detail engineering
- 2 transition pieces DN6800 / 6800 x 5000mm
- Main pipe DN6800
- Bifurcation DN6800 / DN5000 / DN5000
- Branch pipes DN5000

 

Creation of bill of materials
Static calculation
Flow analysis
Project management
Scheduling
Assembly and erection engineering
Post weld heat treatment of bifurcation
Commissioning
Operator training
Documentation

 

Technical data:
Total weight of distribution pipes            375 t
Total length of distribution pipes             83 m
Internal design pressure                         198 mwc
Total weight of transition pieces              2 x 69 t
Total length of transition pieces               2 x 9 m
Wall thickness of distribution pipes          25 - 120 mm

 

Client: Verbund Hydro Power GmbH

 

Project Duration: 2006 to 2010

 

 

 

 

HEPP Limberg 2 - Distribution Pipes

Scope of engineering:

 

Basic and detail engineering
- 2 transition pieces DN6800 / 6800 x 5000mm
- Main pipe DN6800
- Bifurcation DN6800 / DN5000 / DN5000
- Branch pipes DN5000

 

Creation of bill of materials
Static calculation
Flow analysis
Project management
Scheduling
Assembly and erection engineering
Post weld heat treatment of bifurcation
Commissioning
Operator training
Documentation

 

Technical data:
Total weight of distribution pipes            375 t
Total length of distribution pipes             83 m
Internal design pressure                         198 mwc
Total weight of transition pieces              2 x 69 t
Total length of transition pieces               2 x 9 m
Wall thickness of distribution pipes          25 - 120 mm

 

Client: Verbund Hydro Power GmbH

 

Project Duration: 2006 to 2010

 

 

HEPP Vomperbach - Distribution Pipes / Austria

HEPP Vomperbach - Distribution Pipes / Austria Show reference
HEPP Vomperbach - Distribution Pipes

Scope of engineering:

 

Basic and detail engineering
- Embedded distribution pipes
- Bifurcation DN1100 / DN1100 / DN1100
- Cone DN1100 / DN900
- Flange pipe DN900
- Misc. block flanges

 

Creation of bill of materials
Static calculation of all components
Flow analysis
Project management
Scheduling
Assembly and erection engineering
Pressure test
Commissioning
Operator training
Documentation

 

Technical data:
Internal design pressure           407 mwc
Test pressure                            583 mwc
Total weight                              10 t
Total length                               14 m
Wall thickness                           15 to 50 mm

 

Client: Stadtwerke Schwaz

 

Project Duration: 2008 to 2009

 

 

HEPP Vomperbach - Distribution Pipes

Scope of engineering:

 

Basic and detail engineering
- Embedded distribution pipes
- Bifurcation DN1100 / DN1100 / DN1100
- Cone DN1100 / DN900
- Flange pipe DN900
- Misc. block flanges

 

Creation of bill of materials
Static calculation of all components
Flow analysis
Project management
Scheduling
Assembly and erection engineering
Pressure test
Commissioning
Operator training
Documentation

 

Technical data:
Internal design pressure           407 mwc
Test pressure                            583 mwc
Total weight                              10 t
Total length                               14 m
Wall thickness                           15 to 50 mm

 

Client: Stadtwerke Schwaz

 

Project Duration: 2008 to 2009

 

 

HEPP Vomperbach - Distribution Pipes

Scope of engineering:

 

Basic and detail engineering
- Embedded distribution pipes
- Bifurcation DN1100 / DN1100 / DN1100
- Cone DN1100 / DN900
- Flange pipe DN900
- Misc. block flanges

 

Creation of bill of materials
Static calculation of all components
Flow analysis
Project management
Scheduling
Assembly and erection engineering
Pressure test
Commissioning
Operator training
Documentation

 

Technical data:
Internal design pressure           407 mwc
Test pressure                            583 mwc
Total weight                              10 t
Total length                               14 m
Wall thickness                           15 to 50 mm

 

Client: Stadtwerke Schwaz

 

Project Duration: 2008 to 2009

 

HEPP Uttendorf - Distribution Pipes & spherical valve /Austria

HEPP Uttendorf - Distribution Pipes & spherical valve /Austria Show reference
HEPP Uttendorf - Distribution Pipes & spherical valve

Scope of engineering:

 

Basic and detail engineering
- Exposed distribution pipes supported by saddles
- Bifurcation 1 DN1700 / DN1550 / DN650
- Bifurcation 2 DN1550 / DN1375 / DN650
- Bifurcation 3 DN1375 / DN1175 / DN650
- Bifurcation 4 DN1175 / DN975 / DN650
- Bifurcation 5 DN975 / DN650 / DN650
- Expansion piece DN1175
- 6 elbows DN650 incl. pipe supports
- 6 multi-direct. moveable pipe joints DN650
- Misc. piping for measuring systems
- Misc. minor piping

 

Creation of bill of materials
Static calculation
Project management
Scheduling
Assembly and erection engineering
Pressure test
Commissioning
Operator training
Documentation

 

Technical data:
Internal design pressure                        266 mwc
Test pressure                                        400 mwc
Total weight of distribution pipes           93 t
Total length of distribution pipes            80 m
Wall thickness of distribution pipes       12 to 40 mm
6 pieces of spherical valves                   DN650
Total weight of spherical valves             6 x 6,3 t

Client: ÖBB Infrastruktur AG

Project Duration: 2004 to 2006

 

 

 

HEPP Uttendorf - Distribution Pipes & spherical valve

Scope of engineering:

 

Basic and detail engineering
- Exposed distribution pipes supported by saddles
- Bifurcation 1 DN1700 / DN1550 / DN650
- Bifurcation 2 DN1550 / DN1375 / DN650
- Bifurcation 3 DN1375 / DN1175 / DN650
- Bifurcation 4 DN1175 / DN975 / DN650
- Bifurcation 5 DN975 / DN650 / DN650
- Expansion piece DN1175
- 6 elbows DN650 incl. pipe supports
- 6 multi-direct. moveable pipe joints DN650
- Misc. piping for measuring systems
- Misc. minor piping

 

Creation of bill of materials
Static calculation
Project management
Scheduling
Assembly and erection engineering
Pressure test
Commissioning
Operator training
Documentation

 

Technical data:
Internal design pressure                        266 mwc
Test pressure                                        400 mwc
Total weight of distribution pipes           93 t
Total length of distribution pipes            80 m
Wall thickness of distribution pipes       12 to 40 mm
6 pieces of spherical valves                   DN650
Total weight of spherical valves             6 x 6,3 t

Client: ÖBB Infrastruktur AG

Project Duration: 2004 to 2006

HEPP Uttendorf - Distribution Pipes & spherical valve

Scope of engineering:

 

Basic and detail engineering
- Exposed distribution pipes supported by saddles
- Bifurcation 1 DN1700 / DN1550 / DN650
- Bifurcation 2 DN1550 / DN1375 / DN650
- Bifurcation 3 DN1375 / DN1175 / DN650
- Bifurcation 4 DN1175 / DN975 / DN650
- Bifurcation 5 DN975 / DN650 / DN650
- Expansion piece DN1175
- 6 elbows DN650 incl. pipe supports
- 6 multi-direct. moveable pipe joints DN650
- Misc. piping for measuring systems
- Misc. minor piping

 

Creation of bill of materials
Static calculation
Project management
Scheduling
Assembly and erection engineering
Pressure test
Commissioning
Operator training
Documentation

 

Technical data:
Internal design pressure                        266 mwc
Test pressure                                        400 mwc
Total weight of distribution pipes           93 t
Total length of distribution pipes            80 m
Wall thickness of distribution pipes       12 to 40 mm
6 pieces of spherical valves                   DN650
Total weight of spherical valves             6 x 6,3 t

Client: ÖBB Infrastruktur AG

Project Duration: 2004 to 2006

HEPP Uttendorf - Distribution Pipes & spherical valve

Scope of engineering:

 

Basic and detail engineering
- Exposed distribution pipes supported by saddles
- Bifurcation 1 DN1700 / DN1550 / DN650
- Bifurcation 2 DN1550 / DN1375 / DN650
- Bifurcation 3 DN1375 / DN1175 / DN650
- Bifurcation 4 DN1175 / DN975 / DN650
- Bifurcation 5 DN975 / DN650 / DN650
- Expansion piece DN1175
- 6 elbows DN650 incl. pipe supports
- 6 multi-direct. moveable pipe joints DN650
- Misc. piping for measuring systems
- Misc. minor piping

 

Creation of bill of materials
Static calculation
Project management
Scheduling
Assembly and erection engineering
Pressure test
Commissioning
Operator training
Documentation

 

Technical data:
Internal design pressure                        266 mwc
Test pressure                                        400 mwc
Total weight of distribution pipes           93 t
Total length of distribution pipes            80 m
Wall thickness of distribution pipes       12 to 40 mm
6 pieces of spherical valves                   DN650
Total weight of spherical valves             6 x 6,3 t

Client: ÖBB Infrastruktur AG

Project Duration: 2004 to 2006

For further engineering references please see section Hydropower Plants