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PROJECT

Mosul

PROJECT CODE DAM-004

Long42.82º Lat36.63º

Start: 2015

Duration: 5

Rehabilitation start year:

Rehabilitation end year:

Reclamation start year:

Reclamation end year:

ZIs OpportunityVIs EmergencyVIs ApportenantZIs CandidateVIs ObsoleteZChecked

Project Cost (USD): $1,500,000,000
Partial Project Cost (USD)
REH off border irrigation (USD):
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REH off border drainage (USD):
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REH off farm irrigation (USD):
RECL off farm irrigation (USD):
REH off farm drainage (USD):
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REH off farm other (USD):
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REH on farm irrigation (USD):
RECL on farm irrigation (USD):
REH on farm drainage (USD):
RECL on farm drainage (USD):
REH on farm other (USD):
RECL on farm other (USD):

Project Cost (USD): $1,500,000,000

Governorate: NINAWA

River: Tigris

Location:

Category: Dams

Sub category: Multy Purpose Dam

Sector: Hydro electricity;

Type: Electricity

Opportunity type: Operation & Mantainance

Source: PMO

Source of fund: MoWR

Original source: MoWR

Implementing agency: MoWR

Status: Developed

Mosul

Description

The dam is located in Mosul Governorate on Tigris River, 50 Km North of Mosul Town, 80km from the Turkish borders .the scheme included the dam and appurtenant structures, a regulating dam located at the downstream and a pumped storage scheme for additional hydropower generation. The main dam features a 113-m high, 3.4-km long zoned earth fill embankment, a powerhouse, bottom outlet, concrete-lined gated spillway, and a fuse plug secondary spillway. The embankment contains graded filters on the upstream and downstream sides of the central core, with an inclined chimney drain and blanket drain. The total volume of material in the embankment is around 37.7 million m3 and total concrete works is 1.93 Million m3.The dam was completed and commissioned and commissioning in 1986

Needs

After completion of the dam and commissioning in 1986, gradual deterioration of gypsum and anhydrite formations under the dam were observed, and additional grouting were necessary then led to substantial continuous re-grouting activities extended to date. Sink holes were also observed at the downstream side of the dam. More studies were carried out by different American entities after 2003 all concluded the following ;Foundation grouting does not provide an acceptable long term risk reduction, considering the very large downstream population at risk. Construction of a diaphragm wall from the crest of the dam using current technology is an unproven alternative that could not, therefore, be relied upon to reduce the risk sufficiently, considering the very large downstream population at risk. In addition, this alternative would be much, much more costly than building Badush Dam. Construction of Badush Dam between Mosul Dam and the City of Mosul would be necessary

Objective

The dam was constructed as a multipurpose project for the following Objectives: Flood Control of Tigris River and preventing flood hazards threatening population at the downstream reaches of Tigris River. Storage Of Water for downstream Irrigation demands and other uses. Electric Power Generation ( 1050 mwhr). Development of Tourist facilities and Fisheries with positive impact on environment.

Screening

yes

Beneficiaries