dc.description.abstract |
Elidar earth fill dam is located near Elidar town, Afar Region, North East Ethiopia. Elidar
earth fill dam was designed to harvest 2.56 MCM of water from a catchment area of about
130 km
2
to introduce a modern irrigation practice downstream of the dam and to fulfill
livestock water demand. The dam was planned for irrigation, livestock, and domestic water
supply purpose. However, the dam performs under capacity and does not give service yet
as a result of the high-water loss. The main objective of this study is to focus on the cause
of failures of Elidar earth fill dam. Primary and secondary data were collected from the
study area and design documents. The analysis was conducted using the GEO-STUDIO
model to analyze the seepage flux, slope stability by using soil laboratory result to gate soil
characteristics, metrological data to get evaporation. The amount of Seepage losses through
the dam body and foundation based on the design document was 6.05*10
-4
m3/sec and
seepage estimated based on laboratory test data SEEP/W software model done was 2.24
*10
-4
m3 /sec. The design document indicated that the critical upstream and downstream
slopes of the dam are safe for possible loading and operation cases. But laboratory test data
result at steady state was 1.168 it indicated that the critical downstream slope of the dam
was not safe for the possible loading condition. Based on the result of the study cut-off,
dawn stream berm, toe drain, and upstream impervious blanket were recommended.
Key word: Evaporation; Failure; Seepage; Slope Stability. |
en_US |