A Numerical Exploration of Transient Decay Mechanisms in Water Distribution Systems - Advances in Control and Automation of Water Systems - page 18

figure 1.6 (a) pressure at midpoint; solid line = water hammer + 1D-FSI; dotted line =
water hammer, (Arris S Tijsseling, Alan E Vardy Researches, 2002) (b) Transmission Line with
surge tank and in leakage condition- water hammer happened condition present Research.
1.3.2.2 Arturo S. Leon, 2007
Comparison shows similarity between present chapter results and the results observed
by Arturo S. Leon (2007) [18] (Figure 1.7a).