Civil Engineering Reference
In-Depth Information
tABle 4.7
(Continued)
END
MAX. PRESS.
MIN. PRESS.
MAX. HEAD
MIN. HEAD
POINT
(mH)
(mH)
(m)
(m)
P22:J22
94.7
54.4
139.3
99.0
P22:J23
68.4
28.1
138.3
98.0
P23:J23
68.4
28.1
138.3
98.0
P23:J24
56.3
15.9
138.1
97.7
P24:J24
56.3
15.9
138.1
97.7
P24:J28
42.4
0.0
137.6
95.2
P25:J28
42.4
0.0
137.6
95.2
P25:N1
16.7
16.7
112.6
112.6
P0:J1
0.0
0.0
40.6
40.6
P0:J2
27.5
2.1
63.0
37.6
P1:J2
27.5
2.1
63.0
37.6
P1:J3
27.5
2.1
63.0
37.6
Elapsed time: 12 s.
figure 4.8
Rasht city Water Pipeline pilot Research (with surge tank and in leakage
condition) Water flow decreased from 3000 (l/s) to 2500 (l/s).
4.4 conclusion
In this chapter, Laboratory Model results are similar to a scale model which can be
built to reproduce transients observed in a prototype (real) system. It has been com-
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