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Experience of Instrumentation andPerformance of Mtera Dam
THE 22nd AFRICAN HYDRO
SYMPOSIUM
Aballah .O Ikwasa
Welcome to the presentation
15th to 17 th September 2010
ARUSHA, Tanzania
Hydro Power plantCivil Engineer
Mtera Hydro Power
Plant
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Symposium 15th to 17th Sept.20101
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Out line of presentation
Introduction Dam safety
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Importance of Regular Inspections of Dams Dam Safety Monitoring for Mtera Dam Monitoring Instruments Installed at Mtera
Dam Conlusion and Recommendation
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Introduction
Mtera dam was part of theGreat Ruaha Power Project
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Symposium 15th to 17th Sept.20103
The dam was constructed toserve as a water magazinefor operation of
Mtera(80MW) and Kidatu(200MW)
The dam is the largest one
in the country
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Introduction
The dam is located withinRufiji Basin along Great
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The dam also serves as the
road bridge along Iringa -Dodoma road.
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IntroductionMtera Dam Data
Dam Type Concrete buttress dam
Reservoir Volume (million m3) -3200
Dead storage Volume (million m3) -600
Dam height 45m
Crest Length 260m
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IntroductionMtera Dam Data
Spillway capacity 4000 m3/s
Full supply level 698.50 m.a.s.l.
Minimum Supply level 690.0 m.a.s.l
Reservoir area (km2) at FSL - 660
Reservoir area (km2
) at MSL -200
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Dam safety
Why do we maintain dams
Recognize problems in their early
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stages and eliminate them beforethey become complex andexpensive
Minimize risk to others andpotential liability in case of failure
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Dam safety
0
50
100East
West
The Events tobe considered
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Symposium 15th to 17th Sept.20108
s
Qtr
r
Qtr North in dame safetymonitoringincludes:
Natural events
Ancillary Projects
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IMPORTANCE OF REGULARINSPECTIONS OF DAMS
Every dam will always deteriorate over
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time. Dam may either deteriorate slowly or
quickly
Problems that are not recognized andcorrected will always progress
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MTERA DAM SAFETY MONITORING
One of the most important activities in a damsafety program is to identify and record any
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.
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MTERA DAM SAFETY MONITORING.
A number of monitoring instruments havebeen installed a Mtera dam to measure:
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Upstream water levels Leakages
Pore water pressure
Deformations
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Table below shows monitoringinstrumentation
S/N Measurement Location Condition
1 Seepage From inspection galleries belowthe ravit dam and
Goodcondition
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Symposium 15th to 17th Sept.201012
Spillway dam (MW2)
From the down stream part ofthe spillway dam (MW1)
Goodcondition
2 Pore water
Pressure
In the foundation rock below the
dam using stand pipes
stand pipes
are in goodcondition
Below the spillway and gravitydam using manometer
NoManometer
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Table below shows monitoringinstrumentation cont..
S/N Measurement Location Condition
3 Up stream Gauge with Automatic Gauge not
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buttress monolith B6
Water level scales (Gaugeplates) fixed to the frontside of the gravity dam
The scales areworking
Pneumatic water levelinstrument installed at theintake of he power plant
The gauge notworking
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CONLUSION AND RECOMMENDATION
Defective daminstrumentation should be
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Dam designers operatingcriteria is required for
comparison with observedbehavior of the dam
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CONLUSION AND RECOMMENDATION...
For hydro power futureprojects, the limiting
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established and providedto Tanesco beforecommissioning.
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THANK YOU
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