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WATER FLOW MANAGEMENT

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Page 1: Water Flow Management

WATER FLOW MANAGEMENT

Page 2: Water Flow Management

ABOUT USWe are a division of Savatech d.o.o., the mainstay of the development of

rubber manufacturing within the Sava Group. We manufacture and sell

rubber products for environmental protection and rescue operations.

Our growing division was established thirty years ago and is constantly

striving to meet our customer’s current and future needs and expectations.

KNOWLEDGE AND EXPERIENCES

Thirty years of experience and knowledge, investment in new technology,

team-work and working closely with our business partners, has enabled us

to develop new and exciting products and to continuously improve our

existing product range.

PROFESSIONAL SERVICE

A professional but caring approach, flexibility and quick delivery times

combined to provide the ideal service in support of our quality product

range.

QUALITY PRODUCTS

When assessing quality of our products we carefully consider a number

of criteria including environmental suitability, ease of use, design, safety,

reliability, and packaging. Our production facilities are certified to the ISO

9001 and ISO 14001 standards.

A PARTNER TO RELY ON

We understand the value of long-term business relationships. Our aim is to

develop trusting relationships, which foster success and bring benefits

to both our partners and ourselves.

Page 3: Water Flow Management

RUBBER DAMS

CONTENTS

1. Rubber dam applications . . . . . . . . . . . . . . . . . . . . 4

2. Advantages . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

�. Air filled dams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

4. Water filled dams . . . . . . . . . . . . . . . . . . . . . . . . . . 10

5. Electronic system control . . . . . . . . . . . . . . . . . . . 12

6. Modular construction method . . . . . . . . . . . . . . . . 1� Certificates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17

Author:- general: Tomaž KovaËiË, Tanja Avsec Faganel- eletronic monitoring: Gorazd Ojsteršek uni.dipl.ing.el.

Page 4: Water Flow Management

RUBBER DAMS

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Rubber dams are air filled or water filled rubber membranes attached to a concrete foundation. In a filled or raised position, they act as a barrier to hold back water to be used for irrigation or to generate hydro-electric power. They can also be used to control the ground water level or as tidal barriers between an ocean and a river.

Our rubber membranes are made of high quality hypalon rubber which is highly resistant to influences of water and sun light. The core of the membrane is made of high-strength plyester fabric with thickness of 1.9mm and a tear strength of a minimum of 400 kN/m in longitudinal and a minimum of 300 kN/m in diagonal direction.

Components of rubber dam:

1. Concrete foundation

2. Rubber membrane

�. Control shaft for filling and monitoring of the dam.

Rubber dam

Direction of flow

1. RUBBER DAM APPLICATIONS

Page 5: Water Flow Management

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Flexibility

Rubber dams flex downwards, which means that flood waters will flow over the rubber dam

More economical construction compared to steel gates

Rubber dam construction is 30% to 70% cheaper than dams using steel gates. It is also quicker and does not require heavy construction equipment in most cases.

2. ADVANTAGES

Lower concrete sill height

Rubber dams have a lower spillway profile, i.e. 80 mm (3.15 inch), which means that the overall concrete spillway is lower than steel gates. The overall height for rubber dams is 500 mm while the steel gates are 500mm to 800mm (approx. 20 inch to 32 inch). A lower spillway requirement means lower construction cost.

Types of installation

Rubber dams can be installed with a single or dual attachment system.

Single attachment dual attachment

Rubber dams can be installed at a right angle or on a slope

Bank at right angle. Sloping bank.

RUBBER DAMS

Page 6: Water Flow Management

RUBBER DAMS

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Long life with minimum maintenance

Rubber dams do not rust so they do not need protective coatings or lubrication..

There are no large mechanical moving parts. Rubber dams are noted for a reliable inflation and deflation system. They are extremely reliable and can last up to 30 years which depends an the river flow speed and its carrying power.

Rubber dams are raised or lowered evenly across the entire river span

They are very suitable for wide rivers.

Simple and reliable control system

Water level behind the dam is controlled by controlling the membrane height.

Air inflation: water level controlled with air pressure in membrane.

Filling with water: water level controlled with water column in control shaft.

ADVANTAGES

UP TO �0 YEARS

DO NOT RUST

RELIABLE INFLATION AND

DEFLATION SYSTEM

Page 7: Water Flow Management

RUBBER DAMS

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Segmental construction

Using segmental construction (several dams installed in series) spans of several hundred meters can be covered.

Rubber dams in MajdiËev Log (5 x 50 m)

ADVANTAGES

Advantage of modular construction

Turnkey installation of the entire dam, including prefabricated control shaft.

Only exception is basic construction works

Project planning

Supply of the control shaft structure

Installation of piping

Prepare and install the anchoring system

Delivery and installation of rubber membrane

Assembly and installation of the filling system

Installation of the electronic control system

Final test of dam installation

1.

2.

�.

4.

5.

6.

7.

8.

Page 8: Water Flow Management

RUBBER DAMS

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Air filled dam membranes are inflated using air blowers. For safety reasons, each dam is equipped with two blowers to insure that the membrane can be quickly raised. Pressure relief valves are used to prevent over-inflation of the membrane. Deflation and re-inflation are controlled electronically with a Sava 1 or Sava 2 control system. Should all components fail, a safety exhaust valve prevents the water level from rising to dangerous levels.

Advantages of air filled dams:+ Quicker inflation and deflation.+ Not affected by cold temperatures (air cannot freeze inside the membrane).+ Lower construction cost. + Low energy consumption.+ Ability to supply sufficient power by means of solar energy (phV cells).

Disadvantages of air filled dams:− Vandalism, puncturing or cutting of the membrane (area of the dam installation must be properly secured)− Uneven deflating of the membrane.− Sinking of the dam centre− Vibration caused by overflowing nappe (controlled by installing deflectors).

�. AIR FILLED DAMS

deflector

Control panel with computer

RiverAir

Blower

Page 9: Water Flow Management

RUBBER DAMS

Time required to inflate with air - in minutesHeight Length [m]

[m] 5,0 10,0 15,0 20,0 25,0 �0,0 40,0 50,0 60,0

0,40 1,00 1,00 1,53 2,04 2,55 3,06 4,07 5,09 6,11

0,50 0,80 1,59 2,39 3,18 3,98 4,77 6,36 7,96 9,55

0,60 1,15 2,29 3,44 4,58 5,73 6,87 9,17 11,46 13,75

0,70 1,56 3,12 4,68 6,24 7,80 9,36 12,48 15,59 18,71

0,80 2,04 4,07 6,11 8,15 10,18 12,22 16,29 20,37 24,44

0,�0 2,58 5,16 7,73 10,31 12,89 15,47 20,62 25,78 16,71

1,00 3,18 6,36 9,55 12,73 15,91 19,09 25,46 17,19 12,90

1,10 3,85 7,70 11,55 15,40 19,25 23,10 16,64 13,01 15,61

1,20 4,58 9,17 13,75 18,33 22,91 14,85 19,80 15,48 18,58

1,�0 5,38 10,76 16,13 21,51 14,53 17,43 14,54 18,17 21,81

1,40 6,24 12,48 10,11 13,48 16,85 20,22 16,86 21,08 25,29

1,50 7,16 7,74 11,60 15,47 19,34 14,52 19,36 24,20 29,03

1,60 4,40 8,80 13,20 17,60 13,76 16,52 22,02 27,53 23,80

1,70 4,97 9,94 14,90 12,43 15,54 18,65 24,86 22,39 26,87

1,80 5,57 11,14 16,71 13,94 17,42 20,90 20,08 25,10 30,12

1,�0 6,21 12,41 18,62 15,53 19,41 23,29 22,37 27,97 33,56

2,00 6,88 13,75 12,90 17,21 21,51 25,81 24,79 30,99 37,18

2,10 7,58 15,16 14,23 18,97 23,71 20,50 27,33 34,16 41,00

2,20 8,32 16,64 15,61 20,82 26,02 22,50 30,00 37,49 44,99

2,�0 9,09 18,19 17,07 22,75 20,49 24,59 32,78 40,98 49,18

2,40 9,90 12,39 18,58 24,78 22,31 26,77 35,70 44,62 53,55

2,50 6,72 13,44 20,16 26,88 24,21 29,05 38,73 48,42 58,10

2,60 7,27 14,54 21,81 20,95 26,18 31,42 41,89 52,37 62,84

2,70 7,84 15,68 23,52 22,59 28,24 33,88 45,18 56,47 67,77

2,80 8,43 16,86 25,29 24,29 30,37 36,44 48,59 60,73 72,88

2,�0 9,04 18,09 19,54 26,06 32,57 39,09 52,12 65,15 78,18

�,00 9,68 13,94 20,92 27,89 34,86 41,83 55,78 69,72 83,66

Pipe diameterFor air filled dams

Dam air volume (m³) Pipe dia. (mm)

V < 50 50

50 < V < 100 80

100 < V < 200 100

200 < V < 500 150

Table of inflation times and inflation hoses

AIR FILLED DAMS

Page 10: Water Flow Management

RUBBER DAMS

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4. WATER FILLED DAMS

Compared to air inflated dams, the water filled dams are more stable due to lower vibration/oscillation. On the other hand, they take longer to fill or empty.

Dammed water level is controlled with hydrostatic pressure. Water level in the control shaft is 30cm to 40cm higher than the height of the dam. The difference in height generates the hydrostatic pressure which controls the height of the membrane. Each dam has two pumps for pumping the river water into the control shaft. Water level in the control pit can be raised by releasing water into the pit from the higher level water flow. When using this method. there is no electric power required for filling the control pit. The height of the dam is controlled by the water level in the control pit, controlled electronically with Sava 1 or Sava 2 control system. An overflow pipe, set at maximum dam height plus 40 cm, protects the rubber membrane from over-pressure. Should all elements of the dam fail (electric power outage or similar), a safety release valve will protect the dam in case of excessive water levels.

Advantages of water filled dams:+ Dam membrane more stable due to weight of water.+ The membrane height adjustment is even across the entire length.+ Can be operated without electric power..

Disadvantages of water filled dams:− Higher construction cost.− More time consuming during filling or emptying.− Potential of freezing− Vandalism through cutting or puncturing

Control shaft

Control panel with computer

River Water

WaterRiver

Page 11: Water Flow Management

RUBBER DAMS

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WATER FILLED DAMS

Time required to inflate with water - in minutes

Height [m]

Length [m]

5,0 10,0 15,0 20,0 25,0 �0,0 40,0 50,0 60,0

0,40 2,90 5,79 8,69 11,58 14,48 17,37 23,16 28,95 34,74

0,50 4,52 9,05 13,57 18,10 22,62 27,14 36,19 45,24 54,29

0,60 6,51 13,03 19,54 26,06 32,57 39,09 52,12 65,14 31,27

0,70 8,87 17,73 26,60 35,47 44,33 53,20 28,37 35,47 42,56

0,80 11,58 23,16 34,74 46,32 57,91 27,79 37,06 46,32 55,59

0,�0 14,66 29,31 43,97 58,63 29,31 35,18 46,90 58,63 39,09

1,00 18,10 36,19 54,29 28,95 36,19 43,43 57,91 40,21 48,25

1,10 20,98 41,97 62,95 33,57 41,97 50,36 67,15 46,63 55,96

1,20 24,97 49,94 29,97 39,96 49,94 59,93 44,39 55,49 66,59

1,�0 29,31 58,61 35,17 46,89 58,61 39,08 52,10 65,13 56,27

1,40 33,99 27,19 40,79 54,38 67,98 45,32 60,43 54,38 65,26

1,50 39,02 31,21 46,82 62,43 43,35 52,02 49,94 62,43 74,92

1,60 42,46 33,97 50,96 37,75 47,18 56,62 54,35 67,94 81,53

1,70 47,94 38,35 57,53 42,61 53,26 63,92 61,36 76,70 92,04

1,80 53,74 43,00 64,49 47,77 59,72 51,59 68,79 85,99 103,19

1,�0 59,88 47,91 39,92 53,23 66,53 57,49 76,65 95,81 114,97

2,00 26,54 53,08 44,23 58,98 53,08 63,70 84,93 106,16 127,39

2,10 27,93 55,86 46,55 62,07 55,86 67,03 89,38 111,72 134,07

2,20 30,65 61,31 51,09 49,05 61,31 73,57 98,09 122,62 147,14

2,�0 33,50 37,23 55,84 53,61 67,01 80,41 107,21 134,02 160,82

2,40 36,48 40,53 60,80 58,37 72,96 87,55 116,74 145,92 175,11

2,50 39,58 43,98 65,97 63,33 79,17 95,00 126,67 158,34 190,00

2,60 42,81 47,57 51,38 68,50 85,63 102,75 137,01 171,26 205,51

2,70 46,17 51,30 55,41 73,87 92,34 110,81 147,75 184,68 221,62

2,80 49,65 55,17 59,59 79,45 99,31 119,17 158,89 198,62 238,34

2,�0 53,26 59,18 63,92 85,22 106,53 127,83 170,45 213,06 255,67

�,00 57,00 63,33 68,40 91,20 114,00 136,80 182,40 228,00 273,61

Water filled dams: pipe diameter

Dam volume (m�) Pipe diameter (mm)

V < 200 200

200 < V < 500 300

500 < V <700 400

700 < V < 1200 500

Page 12: Water Flow Management

RUBBER DAMS

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Sava 1 - basic electronic control system

This is a basic controller with a two-line display panel and push button controls for various functions of the dam and for switching to automatic mode.

System Sava 1 capabilities:

Set and maintain the desired water level in front of the dam

Display water level upstream and downstream of the dam.

Set maximum water pressure in the membrane and display actual pressure.

Control all functions of the dam.

Manual control of all functions.

Expandable.

Controller panel in WinCC flexible for control system SAVA1

Sava 2 - advanced electronic control system

This system can be used with a Siemens controller panel or a PC.

Sistem Sava 2 capabilities:

Set and maintain desired water level in front of the dam

Display water level upstream and downstream of the dam.

Set maximum water pressure in the membrane and display actual pressure.

Control all functions of the dam.

Full SCADA monitoring and remote access capability

Data storage on memory cards, or PC for processing

GSM alarm in case of control malfuntion or abnormal control values.

Manual control of all functions

5. ELECTRONIC CONTROL SYSTEM

Water level in front of the dam: 1.08 m

Required level: 1.10 m

Water level in front of the dam H1: 1.12 m

Required level H1: 1.10 m

Page 13: Water Flow Management

RUBBER DAMS

1�

6. MODULAR CONSTRUCTION METHOD

The modular construction method consists of 6 phases.

1. Project planning:

Following site visit and review of construction plans, drawings are prepared for:

Plumbing installation.

Rubber dam anchoring elements.

Rubber membrane design.

Wiring diagrams.

Plans and drawings are generated using MS Project, AutoCad and Solid Edge programs.

2. Supply of the control shaft structure:

For air filled dams, we can supply pre-fabricated control shaft upon customer’s request. Installation is done under our supervision. Air blowers are subsequently installed along with electronic control system. The entire control system can also be installed in a special container, which we can supply upon customer’s request

.

�. Installation of piping:

Pipes for filling and emptying the dam are installed prior to pouring the concrete base.

Page 14: Water Flow Management

RUBBER DAMS

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4. Prepare and install the anchoring system:

Membrane bottom anchoring steel channels are welded to the steel wire mesh prior to pouring of concrete.

5. Delivery and installation of rubber membrane:

Upon completion of the dam anchoring system, the rubber membrane, filling system, and electronic control system are delivered to site. The installation of the rubber membrane takes 3 to 4 days, depending on the size of the dam.

MODULAR CONSTRUCTION METHOD

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RUBBER DAMS

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MODULAR CONSTRUCTION METHOD

6. Assembly and installation of the filling system:

The filling system is installed at the same time as the rubber membrane.

7. Installation of the electronic control system:

The electronic control system is installed at the same time as the rubber membrane. Customer is responsible for connection to the power grid.

8. Final test of dam installation:

Prio to handing over the dam, all functions of the dam are tested, including filling and emptying of the rubber membrane, and leak testing. Operation Manual is presented to the customer and dam operators are trained on all functions of the dam.

In addition, Savatech d.o.o. offers service during warranty and post warranty period.

MOBILE PHONE (optional)modem + aerial•

MEASUREMENTS water level measurement above damwater level measurement below dampressure measurement

•••

SCADA - PC CONTROLLING system managementremote accesssetting adjustmentshistoryarchive

•••••

CPU + EXTENSION MODUL16 DI (max: �4)10 DO (max: 74)2AI (max: 28)IAO (max: 14)

••••

Mobile phone (optional)ALARMINGMANAGING

••

Page 16: Water Flow Management

RUBBER DAMS

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Approximate time table for dam construction

COMPLETION OF TASKS

Task description Time frame

1 Delivery of plans and drawings 10 days after receipt of advance payment

2 Delivery of: rubber dam, piping, dam anchoring system, fill system (water pumps or air blowers), electronic control system

60 days after submittal of project documentation

� Assembly/installation of all dam components (subject to weather conditions)

1� working days

4 Handing over of the completed project 1 day

Time total �0 days

COMPLETION OF WORKS ON SITE

Work description Time frame (days)

1 Delivery and installation of control module (shaft) 2

2 Delivery and installation of air fill system 2

� Steel mesh reinforced concrete base construction (done by end user) 7

4 Delivery and welding of membrane anchoring system 1

5 Completion of concrete spill way (end user) 2

6 Assembly of dam and components (7, 8, �, 10)5 days - tasks carried out simultaneously

7 Installation of rubber membrane 4

8 Installation of blowers, compressor, control panels, etc. �

� Installation of electronic components for control system 2

10 Test of rubber membrane 1

1� working days

Handing over to end user 1 day

TIME TABLE

done by SAVA

works on field done by SAVA and end user

done by end user

Legend

Page 17: Water Flow Management

RUBBER DAMS

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Page 18: Water Flow Management

RESCUE

Low, medium and high-pressure lifting bags, inflatable stretchers, rescue walkways, inflatable tents.

HAZ-MAT

Pneumatic pipe plugs, leak sealing bags, decontamination, tanks.

AIRCRAFT RECOVERY

Aircraft recovery lifting bags

HYDROGEOLOGICAL INVESTIGATIONS AND CIVIL/UNDERGROUND ENGINEERING

High pressure packers

OFF SHORE

Oil booms

INDUSTRY, MUNICIPAL SANITARY SEWER

Inflatable rubber pipe plugs and pipe packers

OTHER PROGRAMMES

18

Page 19: Water Flow Management

FOREIGN TRADE NETWORK

CHECZSAVA Trade s.r.o.Areál ZEZ Praha a. s.

U Elektry 650/50, budova Kreditel a jednatel190 00 Praha 9tel: +420 224 941 966 fax: +420 224 942 559 [email protected] [email protected]

POLANDSava Trade, Sp.z.o.o., Warsaw

ul. Przyparkowa 19Jawczyce, 05-850 Ozarów Mazowieckitel:+48 22 721 1361 fax:+48 22 721 [email protected]@savatrade.com.plwww.savatrade.com.pl

USASavatech Corp., Port Orange

413 OAK Place, Bldg.5J-O Port Orange, FL 32127tel:+1 386 760 0706 fax:+1 386 760 8754 [email protected]

ITALYUfficio di rappresentanza

Z. A. Zgonik Stazione di prosecco 29/e 34010 Sgonico (TS)Tel: +39 040 251382 Fax: +39 040 225673 [email protected]

RUSSIARepresentative office in Moscow

Dmitriya Ulyanova 16/2 app.127Moscowtel: +7 (095) 775 3846tel: +7 (095) 981 6302fax: +7 (095) 981 [email protected]

AUSTRALIASava Australia Pty Ltd.Perth

Unit 1/29 Enterprise CrescentMalaga, PerthWestern Australia 6090tel: +61 (0)8 9248 6301 fax: +61 (0)8 9248 6302 mobil: +61(0)418 115155 [email protected]

MIDDLE EASTSava Middle East OfficeKuwait

PO Box 282913029 SAFATKuwaittel.+965 9 901 6983fax.+965 2 431 [email protected]

USA

EUROPE

MIDDLE EAST

AUSTRALIA

1�

POLAND - Warsaw

CHECZ - Praha

RUSSIA - Moscow

ITALY - Trieste SLOVENIA - Kranj

Perth

Kuwait

Florida

Page 20: Water Flow Management

SAVATECH d.o.o.Industrial Rubber Products and TyresEnvironmental Protection Products

Škofjeloška c. 64502 KranjSloveniaTel: +386 4 206 63 88Fax: +386 4 206 63 [email protected]

www.savatech.com www.savatech.eu

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