-117
Table 3-10. Manual Surge Computations at a Time Level Centered between t = 31.5 Hours and t + At = 33.0 Hours—Continued
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
Value
Used
Total
Setup
V c" J- e”*1
SAp + SAp
D"*'4
D”*1
B" + B"*’\
' 5280J 1 +(Col 25
V”*1 =
K •
B"*'| •
v"+1 = v”*‘
106 -Ax AS, = 2 • Sy = SAS, AS = 106 S. = SAS,
sT
ü
2
2 Cols 2, E Cols 2,
2
r \Dn+V
•K - At
Col 24 + V" (5280)2 (d”*1)’ /Col 29
Dn+I
sin Col 32
•AxA"*1
(ft.)
». 5. 6,21
Eq. 3-70
(ft.)
4, 5, 6,15
Eq. 3-72
(ft.)
(mi? /hr.)
•|V"|
Col 26
Eq. 3-76
(mi? /hr.)
x/col 28
Eq. 3-77
(mi2/hr.)t (mi.2/hn)
. v"+1
Eq. 3-75
(ft.)
(ft.)
d"*1
Eq. 3-74
(ft-)
(ft-)
Eq. 3-73
(ft-)
A
0.98
421.82
420.62
-0.0052
156.68
1.0613
0.0771
83,635 1804.59 0 1469
0.0771
1.764
0.136
0.136
0.103
0 103
3.02
B
1.09
201.96
201.79
0.0000
683.49
1.2464
0.0643
83,635 480.49 0.0758
0.0643
5.253
0.338
0.474
0.352
0.455
3.85
C
1.19
130.76
130.66
-0.0023
1630.49
1.3808
0.0359
83,635 253.67 0.0550
0.0359
8.113
0.291
0.765
0.680
1.135
4.99
D
1.27
78.08
78.09
-0.0043
4572.86
1.6729
0.0170
83,635 114.03 0.0369
0.0170
13.574
0.231
0.996
1.487
2.632
6.90
E
1.37
54.63
54.73
-0.0083
9341.26
1.7903
0.0059
83,635
61.11
0.0270 0.0059
19.368
0.114
1.110
2.752
5.374
9.95
F
1.40
49.04 l
49.20
0.0002
11592.22
1.9285
0.0093
83,635
26.38 0.0178
0.0093
21.545
0.200
1.310
3.878
9.252
14 12
G
1-33
47.97
48.15
0.0107
12115.14
2.0086
0.0145
83,635
2.09 0.0050
0.0050
11.007
0.055
1.365
2.226
11.478
16.35
H
1.26
38.19
38.37
0.0136
19114.74
2.2042
0.0125
83,635
6.63 0.0089
0.0089
13.813
0.123
1.488
2.772
14.250
19.18
1
1.19
28.84
29.03
0.0217
33517.94
2.4480
0.0128
83,635
10.87 0.0114
0.0114
18.257
0.208
1.696
3.287
17.537
22.61
J
1.15
27.63
27.79
0.0284
36517.92
2.4625
0.0151
83,635
15.37 0.0136
0.0136
7.629
0.104
1.800
1.254
18.791
23.90
K
1.11
26.45
26.60
0.0372
39848.91
2.5601
0.0179
83,635
20.24 0.0156
0.0156
3.985
0.062
1.862
0.528
19.319
24.44
>.
1.08
23.99
23.82
0.0456
48440.36
2.5913
0.0204
83,635
20.99 0.0158
0.0158
4.450
0.070
1.932
0.366
19.685
24.84
»4
1.06
19.52
19.36
0.0477
73165.82
3.0084
0.0179
83,635
14.95 0.0134
0.0134
5.475
0.073
2.005
0.151
19.836
25.03
t Thu u a km.
Table 3-10. Manual Surge Computations at a Time Level Centered between t = 31.5 Hours and t + At = 33.0 Hours—Continued
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
Value
Used
Total
Setup
V c" J- e”*1
SAp + SAp
D"*'4
D”*1
B" + B"*’\
' 5280J 1 +(Col 25
V”*1 =
K •
B"*'| •
v"+1 = v”*‘
106 -Ax AS, = 2 • Sy = SAS, AS = 106 S. = SAS,
sT
ü
2
2 Cols 2, E Cols 2,
2
r \Dn+V
•K - At
Col 24 + V" (5280)2 (d”*1)’ /Col 29
Dn+I
sin
•AxA"*1
(ft.)
». 5. 6,21
Eq. 3-70
(ft.)
4, 5, 6,15
Eq. 3-72
(ft.)
(mi? /hr.)
•|V"|
Col 26
Eq. 3-76
(mi? /hr.)
x/col 28
Eq. 3-77
(mi2/hr.)t (mi.2/hn)
. v"+1
Eq. 3-75
(ft.)
(ft.)
d"*1
Eq. 3-74
(ft-)
(ft-)
Eq. 3-73
(ft-)
A
0.98
421.82
420.62
-0.0052
156.68
1.0613
0.0771
83,635 1804.59 0 1469
0.0771
1.764
0.136
0.136
0.103
0 103
3.02
B
1.09
201.96
201.79
0.0000
683.49
1.2464
0.0643
83,635 480.49 0.0758
0.0643
5.253
0.338
0.474
0.352
0.455
3.85
C
1.19
130.76
130.66
-0.0023
1630.49
1.3808
0.0359
83,635 253.67 0.0550
0.0359
8.113
0.291
0.765
0.680
1.135
4.99
D
1.27
78.08
78.09
-0.0043
4572.86
1.6729
0.0170
83,635 114.03 0.0369
0.0170
13.574
0.231
0.996
1.487
2.632
6.90
E
1.37
54.63
54.73
-0.0083
9341.26
1.7903
0.0059
83,635
61.11
0.0270 0.0059
19.368
0.114
1.110
2.752
5.374
9.95
F
1.40
49.04 l
49.20
0.0002
11592.22
1.9285
0.0093
83,635
26.38 0.0178
0.0093
21.545
0.200
1.310
3.878
9.252
14 12
G
1-33
47.97
48.15
0.0107
12115.14
2.0086
0.0145
83,635
2.09 0.0050
0.0050
11.007
0.055
1.365
2.226
11.478
16.35
H
1.26
38.19
38.37
0.0136
19114.74
2.2042
0.0125
83,635
6.63 0.0089
0.0089
13.813
0.123
1.488
2.772
14.250
19.18
1
1.19
28.84
29.03
0.0217
33517.94
2.4480
0.0128
83,635
10.87 0.0114
0.0114
18.257
0.208
1.696
3.287
17.537
22.61
J
1.15
27.63
27.79
0.0284
36517.92
2.4625
0.0151
83,635
15.37 0.0136
0.0136
7.629
0.104
1.800
1.254
18.791
23.90
K
1.11
26.45
26.60
0.0372
39848.91
2.5601
0.0179
83,635
20.24 0.0156
0.0156
3.985
0.062
1.862
0.528
19.319
24.44
>.
1.08
23.99
23.82
0.0456
48440.36
2.5913
0.0204
83,635
20.99 0.0158
0.0158
4.450
0.070
1.932
0.366
19.685
24.84
»4
1.06
19.52
19.36
0.0477
73165.82
3.0084
0.0179
83,635
14.95 0.0134
0.0134
5.475
0.073
2.005
0.151
19.836
25.03
t Thu u a km.