Transient Drainage Processes In Storage Reservoirs
Categories: Engineering Lab EquipmentTransient drainage processes are taken into consideration when deciding on the dimensions of storage reservoirs. The processes occur for example, in rainwater retention basins and storage lakes. The m...
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Description
Transient drainage processes are taken into consideration when deciding on the dimensions of storage reservoirs. The processes occur for example, in rainwater retention basins and storage lakes. The main purpose of the rainwater retention basin is to delay the drainage process by temporary intermediate storage. Storage lakes are used in applications such as water supply, energy conversion, or in flood protection. The water rises before it is fed over an overflow.
The drainage processes from reservoirs is realised by pipelines, tunnels or other means. A surge chamber prevents water hammer in pipes and fittings in the event of rapid changes in flow rate.
It is used to demonstrate transient drainage processes from storage reservoirs and how a surge chamber works. The trainer includes a basin with adjustable weir and a second, deeper-lying basin with overflow and drainage line. A surge chamber is installed in the drainage line.
Learning Objectives/Experiments
Demonstrating transient drainage processes in two rainwater retention basins located one behind the other
Demonstrating transient drainage processes in two storage lakes located one behind the other
Recording oscillations of the water level in a surge chamber after water hammer
Recording and displaying water level fluctuations
Features
Investigation of transient drainage processes in storage reservoirs
Simulation of rainwater retention basin and storage lakes
Transparent surge chamber for observing oscillations after a water hammer
Specification
Transient drainage processes in storage reservoirs
Functioning of a surge chamber
“Rainwater retention basin” experiment: basin A and basin B as short-term storage reservoirs, rectangular weir as gate
“Storage lakes” experiment: basin A and basin B are used as long-term storage reservoirs, rectangular weir as overfall weir
“Surge chamber” experiment: transparent pipe as surge chamber in drainage line of basin B
gate in the drainage line for generating water hammer
pressure sensors at both basins and the surge chamber capture the water level fluctuations
representation of the variation in the water levels with software
Technical data
Tank
diameter: 250mm
height: 190mm
4 inserts for the water drain
diameter: 8, 12, 16 and 24mm
Impeller with 3 blades
Vertical point gauge
6 movable rods
Horizontal point gauge
2 movable rods
Measuring tube, movable
horizontal 0…90mm, vertical 70…190mm
diameter: 4mm
Dimensions and weight
LxWxH: 640x400x675mm
Weight: approx. 18kg
quick overview :
Transient drainage processes are taken into consideration when deciding on the dimensions of storage reservoirs. The processes occur for example, in rainwater retention basins and storage lakes. The main purpose of the rainwater retention basin is to delay the drainage process by temporary intermediate storage. Storage lakes are used in applications such as water supply, energy conversion, or in flood protection. The water rises before it is fed over an overflow.
The drainage processes from reservoirs is realised by pipelines, tunnels or other means. A surge chamber prevents water hammer in pipes and fittings in the event of rapid changes in flow rate.
It is used to demonstrate transient drainage processes from storage reservoirs and how a surge chamber works. The trainer includes a basin with adjustable weir and a second, deeper-lying basin with overflow and drainage line. A surge chamber is installed in the drainage line.
Learning Objectives/Experiments
Demonstrating transient drainage processes in two rainwater retention basins located one behind the other
Demonstrating transient drainage processes in two storage lakes located one behind the other
Recording oscillations of the water level in a surge chamber after water hammer
Recording and displaying water level fluctuations
Features
Investigation of transient drainage processes in storage reservoirs
Simulation of rainwater retention basin and storage lakes
Transparent surge chamber for observing oscillations after a water hammer
Specification
Transient drainage processes in storage reservoirs
Functioning of a surge chamber
“Rainwater retention basin” experiment: basin A and basin B as short-term storage reservoirs, rectangular weir as gate
“Storage lakes” experiment: basin A and basin B are used as long-term storage reservoirs, rectangular weir as overfall weir
“Surge chamber” experiment: transparent pipe as surge chamber in drainage line of basin B
gate in the drainage line for generating water hammer
pressure sensors at both basins and the surge chamber capture the water level fluctuations
representation of the variation in the water levels with software
Technical data
Tank
diameter: 250mm
height: 190mm
4 inserts for the water drain
diameter: 8, 12, 16 and 24mm
Impeller with 3 blades
Vertical point gauge
6 movable rods
Horizontal point gauge
2 movable rods
Measuring tube, movable
horizontal 0…90mm, vertical 70…190mm
diameter: 4mm
Dimensions and weight
LxWxH: 640x400x675mm
Weight: approx. 18kg
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