| Arwadito | |
| Pushpin Map: | Ethiopia |
| Pushpin Map Caption: | Arwadito River in Dogu’a Tembien |
| Subdivision Type1: | Country |
| Subdivision Type2: | Region |
| Subdivision Name2: | Tigray Region |
| Subdivision Type3: | District (woreda) |
| Subdivision Name3: | Dogu’a Tembien |
| Length: | 2km (01miles) |
| Width Avg: | 8m (26feet) |
| Source1: | Ts’ats’en Plateau |
| Source1 Location: | Agerbi’a in Lim'at municipality |
| Source1 Elevation: | 2700m (8,900feet) |
| Mouth: | Zelekwa or upper Tanqwa River |
| Mouth Location: | Agerbi’a in Lim'at municipality |
| Mouth Coordinates: | 13.631°N 39.146°W |
| Mouth Elevation: | 2403m (7,884feet) |
| River System: | Seasonal river |
| Basin Landmarks: | Basalt cliffs with eucalypts |
| Bridges: | On main road Mek'ele-Abiy Addi |
| Custom Label: | Topography |
| Custom Data: | Mountains and gorges |
The Arwadito is a torrent of the Nile basin. Rising on the Ts’ats’en plateau of Dogu’a Tembien in northern Ethiopia, it flows northward to empty finally in the Giba and Tekezé River.[1]
It is a confined bedrock river, with an average slope gradient of 149 metres per kilometre. The Arwadito has cut a gorge in the surrounding basalt.[2]
Runoff mostly happens in the form of high runoff discharge events that occur in a very short period (called flash floods). These are related to the steep topography, often little vegetation cover and intense convective rainfall. The peaks of such flash floods have often a 50 to 100 times larger discharge than the preceding baseflow.[2] The magnitude of floods in this river has however been decreased due to interventions in the catchment.
Physical conservation structures such as stone bunds[3] [4] and check dams also intercept runoff.[5] [6] Observing that, in rivers with coarse bedload, gabion check dams were destroyed by abrasion, boulder-faced log dams were installed transversally across this torrent. They were embedded in the banks of the torrent, 0.5–1 m above the bed, and their upstream sides were faced with large rocks. Such dams lead to temporary water ponding, spreading of peak flow over the entire channel width, and sediment deposition. After testing under extreme flow conditions (including two heavy storms), it appeared that 60% of the dams resisted strong floods, particularly in the upper segment of the river. Neighbouring farmers appreciate such structures to control first-order torrents with coarse bedload because the technique is cheap and can be easily installed.[7]
Boulders and pebbles encountered in the river bed can originate from any location higher up in the catchment. In the uppermost stretches of the river, only rock fragments of the upper lithological units will be present in the river bed, whereas more downstream one may find a more comprehensive mix of all lithologies crossed by the river. From upstream to downstream, the following lithological units occur in the catchment.[8]