Analysis of Ribb River channel migration
Upper Blue Nile, Ethiopia
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Abstract
The Ribb
River is one of the components of the Blue
Nile River system located in the North Western
part of Ethiopia. It drains to Lake Tana,
the source of the Blue Nile River. The Ribb
has a length of 130 km, with a catchment
area of 1,812 km2. The average yearly rainfall of the catchment is 1300 mm, with 80 % occurring between the months of June and September. The average and daily maximum discharge of the river are 15 m3/s and 220 m3/s, respectively. A large dam and a
diversion weir 30 km downstream of the
dam are under construction to irrigate
15,000 ha of Fogera flood plain (WWDSE
and TAHAL, 2007). Downstream of the dam
location, the Ribb is a meandering river
with slope ranging from 0.18% to 0.03%.
The river bed material is dominated by
sand with a gravel component in its
upper reaches. Intensive agriculture without
any natural resources conservation,
deforestation, dike construction, pump
irrigation and sand mining are the most
impactful activities in the Ribb watershed (Tarekegn et al., 2010; Garede and
Minale, 2014). The Lake Tana level is regulated since 1995 for hydropower production, which enhances flooding along the lower river
reach. During the 2006 event, 45 people
died, 30,000 persons were displaced and
5371 ha of agricultural land were
inundated (ENTRO, 2010). To prevent
flooding, dikes have been constructed in
the lower reach of the river. This study
aims to describe current river morphodynamic
trends, including planimetric changes
for the definition of the pre-dam conditions
of the river. The first part of the work
is presented here with some preliminary
results, focusing on the river planimetric changes. This paper describes the initial
state of the study.