WATER HAMMER is the generation and effect of high pressure
shock waves (transients) in relatively incompressible fluids. Water
hammer is caused by the shock waves that are generated when a liquid is
stopped abruptly in a pipe by an object such as a valve disc. Symptoms
include noise, vibration and hammering pipe sounds which can result in
flange breakage, equipment damage, ruptured piping and damage to pipe
supports. Whenever incompressible fluids exist in a piping system, the
potential exists for water hammer. The risks of water hammer developing
are particularly high when the velocity of the fluid is high, there is a
large mass of fluid moving and/or when there are large elevation changes
within the piping systems. Since the swing check must rely on gravity
and/or fluid flow to help it close, flow reversal must occur before
closure begins. When the swing check finally closes, it abruptly stops
the flow and causes a pressure surge resulting in shock waves. These
shock waves continue until the energy generated from this sudden action
dissipates. The figure below displays typical pressure curves after
closure of a check valve.
These high pressure waves act against the piping and the valve,
exerting very high forces. This causes severe stress on the metal and
vibrations in the system. If the system is not designed to withstand
these high transient forces, the pipe could rupture and/or other
components in the system, such as pumps and valves, could possibly be
damaged. These problems can be eliminated or greatly minimized by
installing a spring assisted silent check valve. Silent check valves do
not rely on gravity or fluid flow for their closure. Instead as the
forward velocity of the fluid slows, the spring assist on the valve
starts to close the disc. Due to the spring assist and the relatively
short distance the disc must travel, by the time the forward velocity
has decreased to zero, the valve disc has reached the seat and the valve
is closed. With reverse flow eliminated, the forces necessary to produce
water hammer on both the upstream and downstream sides of the valves are
substantially eliminated as shown on the right side of figure shown
above.