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

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




Advantages of Rubber dam.
What is rubber dam
Construction of Rubber dam
Operation mechanism(Automatic control mechanism)
Use of a rubber dam in hydropower plant
Selection of a Rubber dam site
New types of rubber dams
Rubber dam: New hope for farmers?
Rubber Dam Applications
Rubber dam manufacturers
Future plan of work in India
Conclusion
References




Easy installation
Lower investment cost ( about 40%) than
the conventional gated regulating
structure



Ground re-charging



4733

Increase of per capita water storage
capacity and water use efficiency

Other purposes: irrigation, water supply,
power generation, tidal barrier ,environmental improvement.

Russia
China

1964

1111

207

6103





India’s per capita water storage

Better control of flood and draught.

Australia
India

USA


Basically rubber dams are fabric reinforced rubber bags, which can be
inflated or deflated by water or air. The fabric gives the necessary
strength where as rubber acts as a shock absorber and water proofing
material.

•

It function as a reliable crest-adjustable water gate.



Construction of Rubber dam



Concrete base slab & side walls
Anchorage
Dam bag /Membrane
Water or air filling & draining system/Control system




Rubber dam

Concrete structure
Anchoring

This figure shows how rubber body is secured to a concrete foundation by
its anchor line.
Concrete Base Slab:

Concrete slab is provided as a
base for rubber construction.

The side walls of the dam
should be vertical or inclined

Anchorage:

Dams are secured to the
concrete foundations using a
single or dual core clamping
plates

Plates are clamped to the
membrane using anchor bolts
Dam bag /Membrane:




The rubber dam body is a membrane of rubberized fabric, which is
composed of layers of synthetic rubber and layers of synthetic fiber
reinforcement that are firmly bonded together by vulcanization.
Physical-mechanical properties of the dam membrane are given by
 tensile strength
 elasticity and flexibility
 ozone-resistance
 high-temperature and low-temperature resistance
 abrasion-resistance
 weather-resistance
 specific life strength
Inflation:
An air blower or water pump and
ancillary devices such as valves are
used to inflate the air or water filled
dam respectively.

Deflation:
There are three types of deflation
systems: bucket, float, and
electrical.

Safety systems:
An air blow-off tank(air-filled dam)
and siphon pipe(water-filled dam)
can be used as a safety device in
case principal deflation mechanism
fails








A pressure sensor is used to
monitor the inner pressure of
the dam body.
The inlet of air/water to the
dam
body
is
cut
off
automatically
when
inner
pressure reaches the preset
level.
A laser height measuring
device can be installed inside
the dam body.
A sensor monitors water level.
The exhaust valve is opened
automatically as deflation
level is reached.
Bridgestone Inflatable /Deflated Dam on Susquehanna River at Sunbury,
Pennsylvania
Water filled rubber dam:

Air filled rubber dam:

Advantages

The weight of the water-filled dam
prevents vibrations.

The entire height of the dam rises or
lowers evenly.
Weaknesses

More expensive construction: a
wider concrete sill, more expensive
water pumps, more expensive
pipelines due to a bigger diameter
of pipes.

Manipulation takes more time (filling
up and emptying the weir).

Freezing of the weir (the possibility
of water freezing in the system).

Vandalism (puncturing, cutting).

Advantages

Faster lowering and raising of the weir.

Cheaper construction.

Lower power consumption.
Weaknesses

Vibrations of the weir.

Uneven emptying of the weir (sinking
of the centre of the weir).

Vandalism (puncturing, cutting).
Measures to reduce vibration
› Fin structure
› Semi-circle shape
› Double-line anchoring
› Hose Spacers


In the site selection following condi
-tions should be considered:









Straight section
Smooth Flow
Riverbed and Bank slopes are stable.
Geological
Hydrologic
Meteorological
hydraulic conditions

•

It is better to carry out the construction of
civil works related to the rubber dam in a
dry season
Power of a hydroelectric power plant depends also on the speed of the river
and that the power expressed in percentage increases more at the rivers
where the fall is smaller.
The percentage of the increase of the power is calculated in the following
way:

%P = the percentage of the increase of power in a hydroelectric plant
h2 = the height of the increase of the fall in a hydroelectric power plant
h1 = the initial height of the fall in a hydroelectric power plant
Tin Shui Wai Rubber Dam Hong Kong

Janjhavathi Rubber Dam (India)
irrigates 24,000 acres

Rubber weirs at the river Sava in Kranj

Rubber Dam ,Bhubaneshwar,
Orissa


Rubber dam with inspection gallery: Some large dams of Bridgestone and
Sumitomo have an inspection gallery . An access door and air-lock system
are provided to allow entry into the dam when its in the inflated mode.



Rubber dams with different deflation modes: New types can deflate in both
the upstream and downstream directions according to the direction of flow
or deflate directly onto the foundation.



Innovative fish-way: The rubber dam can be incorporated into a fish-way.


Impact of Rubber Dam on crop
productivity
of
summer
vegetables at Baghamari,Orissa.

S.NO.

Productivity(t/ha)
Before
Installation
of Rubber
Dam(2009)

1.

After
installation of
Rubber Dam
(2010 )

2.873

4.67
HYDRO POWER Project: Rainbow Dam
Country: USA Size: 3.66Hx67.7L

WATER SUPPLY Project : Gubeng Dam
Country : Indonesia Size : 2.85Hx12.0L

GROUND RECHARGING Project : Alameda
Country : USA Size : 3.96Hx88.8L

TIDAL BARRIER Project : Naruse River
Country : Japan Size : 2.3Hx42.1L
Purpose

Dam/Project Name

Country

Height (m)

Width (m)

Groundwater
recharge

Sonoma Dam

USA

3.3

36.9

Hydropower

Glenford dam

Canada

1.7

74.7

Irrigation

Lamchi Muang Ling
Dam

Thailand

4

73

Increasing reservoir
capacity

Mirani Weir

Australia

1.8

107.3

Navigation

Tsudae Dam

Japan

1.5

20

Recreation

Shin Chon Dam

Korea

1.5

50.65

Rehabilitation

Vaca Dam

Philippines

2.0

13.3

Drinking water

Altoona Dam

USA

1.53

35.7

Flow control
(sewerage)

Ichioka Sewerage Plant

Japan

1.1

6.5

Flood control

Shing Chu River Dam

Taiwan,
China

1.6

8

Tidal barrier

Naruse River

Japan

2.3

42.1
Trelleborg Queensland Rubber
(Australia)

 http://www.trelleborgqr.com

Satujo (France)

 http://www.satujo.com/english/sommairea.
htm

Bridgestone (Japan)

http://www.bridgestoneengprod.com/

Rubena (Czech)

http://www.rubena.cgs.cz/english/rubena.ht
ml

Hydroconstruct (Austria)

http://www.hydroconstruct.at/e_start.htm

Superior Dam LLC (USA)

http://www.superiordam.com/index.html

Qingdao Hua Chen Industrial
Technology Co.(China)
Indian Rubber Manufacturers
Research Association (India)

http://www.huachenrubber.com
Thane, Maharastra


Gujarat's first rubber dam to be built over Tapi at Rundh.
8, 2010, 10.40pm IST



Expert team inspects site for rubber dam in Pampa River.
2007.




Source: The times of India, Surat. Jun
Source: The Hindu Kerala.July 28,

First rubber dam in India is being built in Andhra Pradesh, over the Janjhavathi
river in Vizianagaram district.
SEVERAL STATES including Jharkhand and West Bengal, have shown interest in
rubber dams. Jharkhand Water Resources Department officials said that they
have approached Hydroconstruct to build a dam. Source: Tehelka.com August 28, 2010, Issue
34 Volume 7.






Installation and evaluation of Rubber Dams at various watersheds at
Bhubaneshwar, Orissa.
The steel industrial kerala limited a public sector company, has entered into an
agreement with an australian firm(hydro construct) for the construction of
rubber dams in kerala. Source: The times of India, Thiruvananthapuram. Mar 3, 2002, 11.40pm IST
Many more……
A flexible way to manage water?
Hi-tech rubber dams could be the
answer.






•


P. Roy Choudhury, S. K. Chakraborty, Manasi Nath, “Rubber Dam a novel
approach for control of water flow in watershed management for
agricultural growth of India” published in Rubber India, vol LX, No 8, pg 49,
August 2008
http://www.hydroconstruct.at/
Bridgestone Corporation. 1997. Rubber dam: inflatable rubber weir. Tokyo,
Japan.
P. Roy Choudhury, Manasi Nath, Bhagabat Bhuyan “ Design and
Development of Rubber Dam – a farmer friendly Rubber reservoir”, published
in Rubber Chem Review, vol XXXVII No 6, pg 29, July- August 2008.
X Q Zhang, P W.M Tam, W Zheng ,Construction, operation and maintenance
of rubber dams , Canadian Journal of Civil Engineering Volume 29, Number
3, June 2002.
Karl-Heinz John, Michael Tiegelkamp, IEC 61131-3:Programming Industrial
Automation Systems, Springer.
Thank You

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Rubber dam

  • 1.
  • 2. •             Advantages of Rubber dam. What is rubber dam Construction of Rubber dam Operation mechanism(Automatic control mechanism) Use of a rubber dam in hydropower plant Selection of a Rubber dam site New types of rubber dams Rubber dam: New hope for farmers? Rubber Dam Applications Rubber dam manufacturers Future plan of work in India Conclusion References
  • 3.   Easy installation Lower investment cost ( about 40%) than the conventional gated regulating structure  Ground re-charging  4733 Increase of per capita water storage capacity and water use efficiency Other purposes: irrigation, water supply, power generation, tidal barrier ,environmental improvement. Russia China 1964 1111 207 6103   India’s per capita water storage Better control of flood and draught. Australia India USA
  • 4.  Basically rubber dams are fabric reinforced rubber bags, which can be inflated or deflated by water or air. The fabric gives the necessary strength where as rubber acts as a shock absorber and water proofing material. • It function as a reliable crest-adjustable water gate.  Construction of Rubber dam  Concrete base slab & side walls Anchorage Dam bag /Membrane Water or air filling & draining system/Control system   
  • 5. Rubber dam Concrete structure Anchoring This figure shows how rubber body is secured to a concrete foundation by its anchor line.
  • 6. Concrete Base Slab:  Concrete slab is provided as a base for rubber construction.  The side walls of the dam should be vertical or inclined Anchorage:  Dams are secured to the concrete foundations using a single or dual core clamping plates  Plates are clamped to the membrane using anchor bolts
  • 7. Dam bag /Membrane:   The rubber dam body is a membrane of rubberized fabric, which is composed of layers of synthetic rubber and layers of synthetic fiber reinforcement that are firmly bonded together by vulcanization. Physical-mechanical properties of the dam membrane are given by  tensile strength  elasticity and flexibility  ozone-resistance  high-temperature and low-temperature resistance  abrasion-resistance  weather-resistance  specific life strength
  • 8. Inflation: An air blower or water pump and ancillary devices such as valves are used to inflate the air or water filled dam respectively. Deflation: There are three types of deflation systems: bucket, float, and electrical. Safety systems: An air blow-off tank(air-filled dam) and siphon pipe(water-filled dam) can be used as a safety device in case principal deflation mechanism fails
  • 9.     A pressure sensor is used to monitor the inner pressure of the dam body. The inlet of air/water to the dam body is cut off automatically when inner pressure reaches the preset level. A laser height measuring device can be installed inside the dam body. A sensor monitors water level. The exhaust valve is opened automatically as deflation level is reached.
  • 10. Bridgestone Inflatable /Deflated Dam on Susquehanna River at Sunbury, Pennsylvania
  • 11. Water filled rubber dam: Air filled rubber dam: Advantages  The weight of the water-filled dam prevents vibrations.  The entire height of the dam rises or lowers evenly. Weaknesses  More expensive construction: a wider concrete sill, more expensive water pumps, more expensive pipelines due to a bigger diameter of pipes.  Manipulation takes more time (filling up and emptying the weir).  Freezing of the weir (the possibility of water freezing in the system).  Vandalism (puncturing, cutting). Advantages  Faster lowering and raising of the weir.  Cheaper construction.  Lower power consumption. Weaknesses  Vibrations of the weir.  Uneven emptying of the weir (sinking of the centre of the weir).  Vandalism (puncturing, cutting).
  • 12. Measures to reduce vibration › Fin structure › Semi-circle shape › Double-line anchoring › Hose Spacers
  • 13.  In the site selection following condi -tions should be considered:        Straight section Smooth Flow Riverbed and Bank slopes are stable. Geological Hydrologic Meteorological hydraulic conditions • It is better to carry out the construction of civil works related to the rubber dam in a dry season
  • 14. Power of a hydroelectric power plant depends also on the speed of the river and that the power expressed in percentage increases more at the rivers where the fall is smaller. The percentage of the increase of the power is calculated in the following way: %P = the percentage of the increase of power in a hydroelectric plant h2 = the height of the increase of the fall in a hydroelectric power plant h1 = the initial height of the fall in a hydroelectric power plant
  • 15. Tin Shui Wai Rubber Dam Hong Kong Janjhavathi Rubber Dam (India) irrigates 24,000 acres Rubber weirs at the river Sava in Kranj Rubber Dam ,Bhubaneshwar, Orissa
  • 16.  Rubber dam with inspection gallery: Some large dams of Bridgestone and Sumitomo have an inspection gallery . An access door and air-lock system are provided to allow entry into the dam when its in the inflated mode.  Rubber dams with different deflation modes: New types can deflate in both the upstream and downstream directions according to the direction of flow or deflate directly onto the foundation.  Innovative fish-way: The rubber dam can be incorporated into a fish-way.
  • 17.  Impact of Rubber Dam on crop productivity of summer vegetables at Baghamari,Orissa. S.NO. Productivity(t/ha) Before Installation of Rubber Dam(2009) 1. After installation of Rubber Dam (2010 ) 2.873 4.67
  • 18. HYDRO POWER Project: Rainbow Dam Country: USA Size: 3.66Hx67.7L WATER SUPPLY Project : Gubeng Dam Country : Indonesia Size : 2.85Hx12.0L GROUND RECHARGING Project : Alameda Country : USA Size : 3.96Hx88.8L TIDAL BARRIER Project : Naruse River Country : Japan Size : 2.3Hx42.1L
  • 19. Purpose Dam/Project Name Country Height (m) Width (m) Groundwater recharge Sonoma Dam USA 3.3 36.9 Hydropower Glenford dam Canada 1.7 74.7 Irrigation Lamchi Muang Ling Dam Thailand 4 73 Increasing reservoir capacity Mirani Weir Australia 1.8 107.3 Navigation Tsudae Dam Japan 1.5 20 Recreation Shin Chon Dam Korea 1.5 50.65 Rehabilitation Vaca Dam Philippines 2.0 13.3 Drinking water Altoona Dam USA 1.53 35.7 Flow control (sewerage) Ichioka Sewerage Plant Japan 1.1 6.5 Flood control Shing Chu River Dam Taiwan, China 1.6 8 Tidal barrier Naruse River Japan 2.3 42.1
  • 20. Trelleborg Queensland Rubber (Australia)  http://www.trelleborgqr.com Satujo (France)  http://www.satujo.com/english/sommairea. htm Bridgestone (Japan) http://www.bridgestoneengprod.com/ Rubena (Czech) http://www.rubena.cgs.cz/english/rubena.ht ml Hydroconstruct (Austria) http://www.hydroconstruct.at/e_start.htm Superior Dam LLC (USA) http://www.superiordam.com/index.html Qingdao Hua Chen Industrial Technology Co.(China) Indian Rubber Manufacturers Research Association (India) http://www.huachenrubber.com Thane, Maharastra
  • 21.  Gujarat's first rubber dam to be built over Tapi at Rundh. 8, 2010, 10.40pm IST  Expert team inspects site for rubber dam in Pampa River. 2007.   Source: The times of India, Surat. Jun Source: The Hindu Kerala.July 28, First rubber dam in India is being built in Andhra Pradesh, over the Janjhavathi river in Vizianagaram district. SEVERAL STATES including Jharkhand and West Bengal, have shown interest in rubber dams. Jharkhand Water Resources Department officials said that they have approached Hydroconstruct to build a dam. Source: Tehelka.com August 28, 2010, Issue 34 Volume 7.    Installation and evaluation of Rubber Dams at various watersheds at Bhubaneshwar, Orissa. The steel industrial kerala limited a public sector company, has entered into an agreement with an australian firm(hydro construct) for the construction of rubber dams in kerala. Source: The times of India, Thiruvananthapuram. Mar 3, 2002, 11.40pm IST Many more……
  • 22. A flexible way to manage water? Hi-tech rubber dams could be the answer.
  • 23.     •  P. Roy Choudhury, S. K. Chakraborty, Manasi Nath, “Rubber Dam a novel approach for control of water flow in watershed management for agricultural growth of India” published in Rubber India, vol LX, No 8, pg 49, August 2008 http://www.hydroconstruct.at/ Bridgestone Corporation. 1997. Rubber dam: inflatable rubber weir. Tokyo, Japan. P. Roy Choudhury, Manasi Nath, Bhagabat Bhuyan “ Design and Development of Rubber Dam – a farmer friendly Rubber reservoir”, published in Rubber Chem Review, vol XXXVII No 6, pg 29, July- August 2008. X Q Zhang, P W.M Tam, W Zheng ,Construction, operation and maintenance of rubber dams , Canadian Journal of Civil Engineering Volume 29, Number 3, June 2002. Karl-Heinz John, Michael Tiegelkamp, IEC 61131-3:Programming Industrial Automation Systems, Springer.