Tuesday, May 14, 2019
Discuss the risks associated with the flow of water below dams and Essay
Discuss the risks associated with the flow of water under dams and define the critical hydraulic gradient - Essay ExampleWhen the downward force on such background particles equals the upward force, the soil particles are at zero stress. This allows a free movement of dam substitutesurface soil particles which serves to elicit already existing seepage. The afore mentioned seepage leads in turn to the creation of channels that catalyze dam sub surface flows in a process known better as piping (Rogers, 2010). A turning of different environmental failures have occurred on account of flows below dams that eventually lead to compromised embankments and a fulminant discharge of water after dam failure. The sudden release of water from such dam failures tends to liquidate the ecosystems downstream of the failed dam.A relevant concept in such failures is the critical hydraulic gradient () that allows a calculation of when piping failures are most likely. In itself, the critical hydrau lic gradient depends on the typography of the dam sub surface soil, the available head at the dams bottom rampart and the void ratio of the soil mass. The critical hydraulic gradient is seen as the hydraulic gradient that occurs when the steep stress becomes zero (Vijayendra, 2012). Mathematically, the critical hydraulic gradient can be expressed as shown below (Vijayendra, 2012)As mentioned earlier, any loopholes in the calculation for the critical hydraulic gradient can mean the residue between dam failure and safe dam operation. There have been instances where dams have failed with just now pocket-size warning due to the development of piping failures in the dams sub surface soil. It is worthy mentioning here that such dam failures are often rapid and provide little warning sooner hand of impending doom. One such case in point is the Baldwin Hills Reservoir failure where the embankment failed only after 9 years of service. There were essentially no major warnings before th e failure
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