Effect Of Rapid Water Pressure Fluctuations On Unlined Water Tunnel Stability

Unlined water tunnels have often been used as pressure conduits for hydroelectric projects. However, fallouts of rock in such tunnels are not uncommon and in many cases have been attributed to erosion of shears and seams. A case history of such a fallout is described. An appraisal of the conditions pertaining to the fallout led to the conclusion that rapid changes in the water pressure in the tunnel resulting from operating conditions were significant factors in initiating the fallout. Other factors that contributed to the fallout are also described.