Abstract
The Sultanate of Oman is in one of the world’s semi-arid regions. The Wadi Dayqah project involved creating a 75 m-high roller-compacted concrete (RCC) dam, a 50 m-high rock-fill saddle dam, a 100 km-long water pipeline and a water treatment works. Sizing the spillway over the RCC dam and sealing the sandstone bedrock below the dam were the biggest challenges during planning work, alongside high day-time and night-time temperatures of 45 °C to 35 °C in summer. During construction work, flow exceeded 10,000 m³/s in the wadi during a tropical cyclone in June 2007. The spillway had only been designed to handle 7,500 m³/s so it had to be adjusted to reflect the new conditions. During the first impoundment, seepage occurred on the right flank of the rock-fill dam, which would have jeopardised the dam’s structural safety in the long run. Consequently, the bedrock under the right valley flank had to be resealed.
Translated title of the contribution | The wadi dayqah drinking water dam in oman – Lessons learned from planning, construction and operation |
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Original language | English |
Pages (from-to) | 105-109 |
Number of pages | 5 |
Journal | WasserWirtschaft |
Volume | 108 |
Issue number | S1 |
DOIs | |
State | Published - 2018 |
Externally published | Yes |