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MANAVGAT RIVER WATER AS A LIMITED

BUT ALTERNATIVE WATER RESOURCE FORDOMESTIC USE IN MIDDLE EAST

T.C

GAZ UNIVERSITY

Faculty of Engineering and ArchitectureDepartment of Civil Engineering ,

Hydraulics Section

BRAHM GRER

MEHMET LGER

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INTRODUCTION

MANAVGAT RIVER WATER SUPPLY PROJECT

WATER EXPORT FROM MANAVGAT RIVER

INDEX

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MANAVGAT RIVER

Manavgat Riveroriginates from theeastern slopes of

Western TaurusMountain (with anaverage flow of 156m3/s) and flows intoMediterranean Seaafter following about90 km distance to

south.

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MANAVGAT RIVER WATER SUPPLYPROJECT

500.000 m3/day

147 Million US $

Water Amount and

Expected Cost

Supply water both toTurkey and othercountries.

Aim of The Project

22.January 2000Completed

April 1992Starting Date

DS, 2001

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DS,2001

The Plan and Flow Diagram of Manavgat River Water Supply Project

DSI, 2001

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DS,2001

Hydraulic Flow Diagram

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Water intake structure ofManavgat Dam is situated onapproximately 800 mdownstream of Manavgat

Dam. Water taken from thelevel of + 8m is pumped upinto balancing and aeratingtank that is located

approximately at the level of+ 68 m.s.l

LGER, 2004

Water intake Structure and Raw WaterPumping Structure

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Air Tanks

DS2x50:100 mCapacity Of

Air Tanks

F 700 mmDiameter Of

Pumping Pipes

F 800 mmDiameter OfSuction Pipes

7Number OfSuction Pipes

2.15 mSuction Head

DSILGER 2004

DS,2000

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Raw Water Pumping Structure

75 mTotalPumpingHead

900 KwEffectivePower

967 lt /secCapacity Of

Pumps

7 + 1Number OfPumps

DS, 1998

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Pumping Mains

Water taken from raw waterpumping mains is transferred

to the balancing and aeratingtank by means of elevation line

PEOuter Coating OfPipes

Icoment Added

Concrete

Inner Coating Of

Pipes

Spiral Welded

Steel Pipe

Type Of Pipes

1000 mLength Of Pipeline

8,8 mmWall

Thickness

1200 mmDiameter Of

Pipes

2Number Of

Pipes

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Balancing And Aerating Tank

Pumping Mains

Balancing Tank

Aerating Tank

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Treatment Plant

Components Of The Treatment Plant

Rapid mixers and flocculation tanks

Clarifiers

Rapid sand filtration units

Chlorination contact tank and clean water tank

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Mehmet lger 2004

Clarifiers

Rapid sand filtration unitsChlorination Tubes

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Gravity Mains

DS, 2001

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Valve Control Chamber and Pumping Station

Valve Control Chamber is

designed to load 250 000m refined water and 250000 m raw water or 500000 m raw water

simultaneously to twodifferent tanks. Also thereare totally 12 pumps withthe capacity of 1 m/sec,

10 mains and 2 substitutesto pump water to the tanks

Mehmet lger 2004

LGER 2004

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Off-Shore Pipelines

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SPM (Single Point Mooring ) Structures

DS

Loading from SPM terminals to the tankers can be performedaccording to the following options,

- From one SPM 250 000 m/day refined, from the other SPM 250 000m/day raw water,

- From each pontoon, 250 000m/day raw water- From each pontoon, 125 000 m/day refined water and total 250 000m refined water

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RAW WATER ANALYSIS REPORT

DS,2001

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Quality of the refined water conforms to all the specified requirements of DrinkingWater Quality Guide of TSE (Turkish Drinking Water Standard) and

WHO (World Health Organization).

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CURRENT STATE OF THE PROJECT

Project is ready to work and supplywater with its every unit.

Also it has been in the scope of privatizationof Privatization High Council Decision dated23.02.2004.

It was decided that privatization procedureswould be completed in 12 months.

.

www.oib.gov.tr

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PROJECT OF WATER EXPORT FROM

MANAVGAT RIVERAnnual capacity of Manavgat River

5x109 m

Manavgat River Water SupplyProject

180x106 m

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Water Sale To Israel And Alternatives Countries

For Marketing Of Water from Manavgat RiverWater Supply Project

Manavgat

DS, 2001

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CONCLUSON

As a conclusion it can be stated that, for thewater scarcity problem of Middle East countries,

Manavgat River Water Supply Project ofTurkey, can be viewed as an alternative butpartial solution.

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Thank You

ForYour Patience