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What is Canal Lining Failure Analysis about?
When the water level was raised in a canal near Nekarikallu, AP, the canal banks exhibited instability and seepage. The 100 mm thick concrete canal linings slipped away from the banks in some areas during a thunderstorm. When the water level was raised and lowered, distress was shown in the right bank. A secondary berm was constructed along the right bank to minimize seepage, but it sank into the foundation soil.
- Author
- ועדת איכות הסביבה חיים
- Language
- EN