Throughout regards to providing adequate power, the spillways should be pneumatically as well as structurally stable as well as positioned in a quiet manner that perhaps the discharge does not trigger unacceptable flooding downstream at just the toes of the dam resulting in the collapse of the dam as well as other appurtenant structures.
Uncontrolled degradation of beds as well as deposit materials caused by poor construction of spillways and energy dissipation systems has triggered not just to significant safety issues, but also high maintenance expenses are associated yearly during the monsoon while the spillway has been in service.
This bounding layer of the Spill Way shall be resistant to erosion in order to endure the high-speed flow produced by the decrease in the surface of the water from its reservoir stage upstream to that same drain water level downstream of the dam.
These shall be built as transfer mechanisms for normal operation from upstream through downstream of even a water tank without risking disruption to the system or endangering the river.
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