Civil Engineering Reference
In-Depth Information
tABle 7.5
(Continued)
FROM
HEAD
TO
HEAD
FLOW
VEL
NODE
(m)
NODE
(m)
(cms)
(m/s)
J11
128.0
J12
126.0
2.500
2.21
J12
126.0
J13
124.1
2.500
2.21
J13
124.1
J14
123.8
2.500
2.21
J14
123.9
J15
120.4
2.500
2.21
J15
120.4
J16
120.2
2.500
2.21
J16
120.2
J17
118.9
2.500
2.21
J17
118.9
J18
118.8
2.500
2.21
J18
118.8
J19
118.7
2.500
2.21
J19
118.7
J20
118.6
2.500
2.21
J20
118.6
J21
115.7
2.500
2.21
J21
115.7
J22
114.3
2.500
2.21
J22
114.3
J23
113.4
2.500
2.21
J23
113.5
J24
113.3
2.500
2.21
J24
113.3
J28
112.8
2.500
2.21
J28
112.8
N1
112.6
2.500
2.21
J1
40.6
J2
40.6
3.000
2.65
J2
40.6
J3
40.6
3.000
2.65
tABle 7.6
Output data table created by Hammer--Version 07.00.049.00 Min. and Max. head
compared to equation of Regression software “SPSS”.
END
MAX. PRESS.
MIN. PRESS.
MAX. HEAD
MIN. HEAD
POINT
(mH)
(mH)
(m)
(m)
P2:J6
124.1
97.0
160.4
133.4
P2:J7
123.7
96.7
160.0
133.0
P3:J7
123.7
96.7
160.0
133.0
P3:J8
121.9
95.1
158.0
131.2
P4:J3
126.7
99.5
162.2
135.0
P4:J4
125.1
97.8
162.3
135.0
P5:J4
125.1
97.8
162.3
135.0
P5:J26
125.1
97.8
162.3
135.0
P6:J26
125.1
97.8
162.3
135.0
P6:J27
124.1
97.0
160.5
133.5
P7:J27
124.1
97.0
160.5
133.5
P7:J6
124.1
97.0
160.4
133.4
P8:J8
121.9
95.1
158.0
131.2
P8:J9
119.9
93.1
157.9
131.1
P9:J9
119.9
93.1
157.9
131.1
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