Test Holiday City Ground Storage Tank: Node 33530
ANALYSIS OF THE 1998 WATER-DISTRIBUTION SYSTEM
SERVING THE DOVER TOWNSHIP AREA, NEW JERSEY:
Field Data Collection Activities and
Water Distribution System Modeling
SUPPLEMENTAL DATA
Appendix K:
Graphs and Tables of Observed and Simulated Hydraulic Head for Storage Tanks,
March 1998
Test Holiday City Ground Storage Tank: Node 33530
| Holiday City Ground Storage Tank Hydraulic Head, Model Node 33530, March 24-25, 1998 | |||||||||
|
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
|
0:00
|
100.42
|
100.40
|
-0.02
|
0.02
|
0:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
|
1:00
|
102.49
|
102.30
|
-0.19
|
0.19
|
1:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
|
2:00
|
104.59
|
104.50
|
-0.09
|
0.09
|
2:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
|
3:00
|
106.87
|
106.70
|
-0.17
|
0.17
|
3:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
|
4:00
|
108.98
|
107.80
|
-1.18
|
1.18
|
4:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
|
5:00
|
108.98
|
107.90
|
-1.08
|
1.08
|
5:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
|
6:00
|
108.17
|
107.30
|
-0.87
|
0.87
|
6:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
|
7:00
|
109.07
|
107.90
|
-1.17
|
1.17
|
7:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
|
8:00
|
109.07
|
107.90
|
-1.17
|
1.17
|
8:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
|
9:00
|
109.07
|
107.90
|
-1.17
|
1.17
|
9:00
|
106.67
|
105.20
|
-1.47
|
1.47
|
|
10:00
|
109.07
|
107.90
|
-1.17
|
1.17
|
10:00
|
104.91
|
103.60
|
-1.31
|
1.31
|
|
11:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
11:00
|
103.19
|
101.40
|
-1.79
|
1.79
|
|
12:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
12:00
|
101.51
|
99.78
|
-1.73
|
1.73
|
|
13:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
13:00
|
99.86
|
99.27
|
-0.59
|
0.59
|
|
14:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
14:00
|
99.86
|
99.27
|
-0.59
|
0.59
|
|
15:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
15:00
|
99.86
|
99.77
|
-0.09
|
0.09
|
|
16:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
16:00
|
99.86
|
99.77
|
-0.09
|
0.09
|
|
17:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
17:00
|
99.86
|
99.77
|
-0.09
|
0.09
|
|
18:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
18:00
|
99.86
|
99.77
|
-0.09
|
0.09
|
|
19:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
19:00
|
99.86
|
99.77
|
-0.09
|
0.09
|
|
20:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
20:00
|
99.86
|
99.77
|
-0.09
|
0.09
|
|
21:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
21:00
|
99.86
|
99.77
|
-0.09
|
0.09
|
|
22:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
22:00
|
99.86
|
99.77
|
-0.09
|
0.09
|
|
23:00
|
108.48
|
107.30
|
-1.18
|
1.18
|
23:00
|
99.86
|
99.77
|
-0.09
|
0.09
|
Measured hydraulic head = [measured
water level in tank + elevation of bottom of tank]
Elevation of bottom of tank =
87.12 ft
Difference (ft) = [Measured hydraulic
head (ft) - simulated hydraulic head (ft)]; ABS Diff = absolute value of difference
Indian Hill Elevated Tank: Node 33564
| Indian Hill Elevated Storage Tank Hydraulic Head, Model Node 33564, March 24-25, 1998 | |||||||||
|
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
|
0:00
|
195.11
|
195.10
|
-0.01
|
0.01
|
0:00
|
193.18
|
193.60
|
0.42
|
0.42
|
|
1:00
|
193.53
|
194.00
|
0.47
|
0.47
|
1:00
|
196.41
|
198.00
|
1.59
|
1.59
|
|
2:00
|
194.00
|
194.00
|
0.00
|
0.00
|
2:00
|
199.79
|
200.00
|
0.21
|
0.21
|
|
3:00
|
198.51
|
198.20
|
-0.31
|
0.31
|
3:00
|
199.79
|
200.00
|
0.21
|
0.21
|
|
4:00
|
199.06
|
199.90
|
0.84
|
0.84
|
4:00
|
198.53
|
198.80
|
0.27
|
0.27
|
|
5:00
|
200.84
|
199.90
|
-0.94
|
0.94
|
5:00
|
196.29
|
196.70
|
0.41
|
0.41
|
|
6:00
|
200.84
|
199.90
|
-0.94
|
0.94
|
6:00
|
198.83
|
197.20
|
-1.63
|
1.63
|
|
7:00
|
198.17
|
197.60
|
-0.57
|
0.57
|
7:00
|
196.08
|
194.90
|
-1.18
|
1.18
|
|
8:00
|
194.05
|
193.40
|
-0.65
|
0.65
|
8:00
|
192.87
|
190.90
|
-1.97
|
1.97
|
|
9:00
|
190.27
|
190.00
|
-0.27
|
0.27
|
9:00
|
190.01
|
189.20
|
-0.81
|
0.81
|
|
10:00
|
188.28
|
187.80
|
-0.48
|
0.48
|
10:00
|
188.45
|
188.70
|
0.25
|
0.25
|
|
11:00
|
187.01
|
187.30
|
0.29
|
0.29
|
11:00
|
187.79
|
188.70
|
0.91
|
0.91
|
|
12:00
|
186.75
|
187.30
|
0.55
|
0.55
|
12:00
|
188.82
|
189.30
|
0.48
|
0.48
|
|
13:00
|
186.43
|
187.30
|
0.87
|
0.87
|
13:00
|
189.73
|
189.30
|
-0.43
|
0.43
|
|
14:00
|
186.99
|
187.80
|
0.81
|
0.81
|
14:00
|
190.81
|
190.30
|
-0.51
|
0.51
|
|
15:00
|
187.97
|
188.90
|
0.93
|
0.93
|
15:00
|
191.68
|
191.40
|
-0.28
|
0.28
|
|
16:00
|
189.87
|
190.50
|
0.63
|
0.63
|
16:00
|
192.34
|
192.40
|
0.06
|
0.06
|
|
17:00
|
191.72
|
191.60
|
-0.12
|
0.12
|
17:00
|
192.74
|
192.40
|
-0.34
|
0.34
|
|
18:00
|
191.27
|
191.60
|
0.33
|
0.33
|
18:00
|
192.19
|
192.40
|
0.21
|
0.21
|
|
19:00
|
188.95
|
189.40
|
0.45
|
0.45
|
19:00
|
189.99
|
190.80
|
0.81
|
0.81
|
|
20:00
|
187.49
|
187.70
|
0.21
|
0.21
|
20:00
|
188.71
|
188.60
|
-0.11
|
0.11
|
|
21:00
|
186.77
|
187.20
|
0.43
|
0.43
|
21:00
|
187.42
|
187.50
|
0.08
|
0.08
|
|
22:00
|
187.37
|
187.20
|
-0.17
|
0.17
|
22:00
|
187.77
|
187.50
|
-0.27
|
0.27
|
|
23:00
|
189.53
|
189.50
|
-0.03
|
0.03
|
23:00
|
190.24
|
189.70
|
-0.54
|
0.54
|
Measured hydraulic head = [measured
water level in tank + elevation of bottom of tank]
Elevation of bottom of tank =
160.0 ft
Difference (ft) = [Measured hydraulic
head (ft) - simulated hydraulic head (ft)]; ABS Diff = absolute value of difference
North Dover Elevated Tank: node 33566
| North Dover Elevated Storage Tank Hydraulic Head, Model Node 33566, March 24-25, 1998 | |||||||||
|
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
|
0:00
|
206.77
|
206.70
|
-0.07
|
0.07
|
0:00
|
205.34
|
205.20
|
-0.14
|
0.14
|
|
1:00
|
205.34
|
204.70
|
-0.64
|
0.64
|
1:00
|
207.61
|
207.60
|
-0.01
|
0.01
|
|
2:00
|
202.70
|
204.40
|
1.70
|
1.70
|
2:00
|
213.66
|
213.80
|
0.14
|
0.14
|
|
3:00
|
206.93
|
207.10
|
0.17
|
0.17
|
3:00
|
209.68
|
211.60
|
1.92
|
1.92
|
|
4:00
|
206.82
|
207.10
|
0.28
|
0.28
|
4:00
|
205.97
|
208.00
|
2.03
|
2.03
|
|
5:00
|
210.02
|
209.80
|
-0.22
|
0.22
|
5:00
|
202.82
|
204.60
|
1.78
|
1.78
|
|
6:00
|
208.92
|
209.80
|
0.88
|
0.88
|
6:00
|
205.73
|
206.50
|
0.77
|
0.77
|
|
7:00
|
207.65
|
208.80
|
1.15
|
1.15
|
7:00
|
204.44
|
205.60
|
1.16
|
1.16
|
|
8:00
|
204.63
|
206.20
|
1.57
|
1.57
|
8:00
|
202.61
|
203.20
|
0.59
|
0.59
|
|
9:00
|
201.92
|
203.70
|
1.78
|
1.78
|
9:00
|
200.95
|
201.80
|
0.85
|
0.85
|
|
10:00
|
201.01
|
201.50
|
0.49
|
0.49
|
10:00
|
200.45
|
201.00
|
0.55
|
0.55
|
|
11:00
|
200.41
|
200.60
|
0.19
|
0.19
|
11:00
|
200.47
|
200.60
|
0.13
|
0.13
|
|
12:00
|
200.30
|
199.80
|
-0.50
|
0.50
|
12:00
|
201.23
|
201.70
|
0.47
|
0.47
|
|
13:00
|
200.07
|
199.50
|
-0.57
|
0.57
|
13:00
|
201.87
|
202.00
|
0.13
|
0.13
|
|
14:00
|
200.30
|
200.00
|
-0.30
|
0.30
|
14:00
|
202.60
|
202.40
|
-0.20
|
0.20
|
|
15:00
|
200.79
|
200.70
|
-0.09
|
0.09
|
15:00
|
203.37
|
202.80
|
-0.57
|
0.57
|
|
16:00
|
201.98
|
201.70
|
-0.28
|
0.28
|
16:00
|
203.89
|
203.80
|
-0.09
|
0.09
|
|
17:00
|
203.26
|
202.50
|
-0.76
|
0.76
|
17:00
|
204.34
|
204.40
|
0.06
|
0.06
|
|
18:00
|
203.28
|
202.50
|
-0.78
|
0.78
|
18:00
|
204.24
|
204.00
|
-0.24
|
0.24
|
|
19:00
|
201.88
|
201.30
|
-0.58
|
0.58
|
19:00
|
202.67
|
202.80
|
0.13
|
0.13
|
|
20:00
|
200.94
|
200.50
|
-0.44
|
0.44
|
20:00
|
201.81
|
201.40
|
-0.41
|
0.41
|
|
21:00
|
200.51
|
200.30
|
-0.21
|
0.21
|
21:00
|
200.90
|
200.60
|
-0.30
|
0.30
|
|
22:00
|
200.53
|
200.80
|
0.27
|
0.27
|
22:00
|
200.88
|
200.80
|
-0.08
|
0.08
|
|
23:00
|
201.91
|
202.20
|
0.29
|
0.29
|
23:00
|
202.62
|
202.60
|
-0.02
|
0.02
|
Measured hydraulic head = [measured
water level in tank + elevation of bottom of tank]
Elevation of bottom of tank =
170.0 ft
Difference (ft) = [Measured hydraulic
head (ft) - simulated hydraulic head (ft)]; ABS Diff = absolute value of difference
Parkway Well Field Ground Tank: Node 33714
| Parkway Well Field Ground Storage Tank Hydraulic Head, Model Node 33714, March 24-25, 1998 | |||||||||
|
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
|
0:00
|
93.17
|
93.17
|
0.00
|
0.00
|
0:00
|
92.42
|
92.42
|
0.00
|
0.00
|
|
1:00
|
97.86
|
97.84
|
-0.02
|
0.02
|
1:00
|
95.47
|
95.17
|
-0.30
|
0.30
|
|
2:00
|
101.92
|
101.50
|
-0.42
|
0.42
|
2:00
|
97.55
|
97.40
|
-0.15
|
0.15
|
|
3:00
|
101.72
|
101.50
|
-0.22
|
0.22
|
3:00
|
100.90
|
100.40
|
-0.50
|
0.50
|
|
4:00
|
103.90
|
103.80
|
-0.10
|
0.10
|
4:00
|
104.09
|
104.00
|
-0.09
|
0.09
|
|
5:00
|
104.12
|
103.80
|
-0.32
|
0.32
|
5:00
|
104.09
|
104.00
|
-0.09
|
0.09
|
|
6:00
|
104.12
|
103.90
|
-0.22
|
0.22
|
6:00
|
101.96
|
101.80
|
-0.16
|
0.16
|
|
7:00
|
101.20
|
101.10
|
-0.10
|
0.10
|
7:00
|
100.92
|
100.70
|
-0.22
|
0.22
|
|
8:00
|
99.87
|
100.00
|
0.13
|
0.13
|
8:00
|
99.85
|
99.72
|
-0.13
|
0.13
|
|
9:00
|
99.41
|
99.55
|
0.14
|
0.14
|
9:00
|
98.77
|
98.62
|
-0.15
|
0.15
|
|
10:00
|
98.44
|
98.55
|
0.11
|
0.11
|
10:00
|
98.17
|
98.09
|
-0.08
|
0.08
|
|
11:00
|
97.62
|
97.54
|
-0.08
|
0.08
|
11:00
|
97.59
|
97.57
|
-0.02
|
0.02
|
|
12:00
|
97.13
|
97.04
|
-0.09
|
0.09
|
12:00
|
96.74
|
96.54
|
-0.20
|
0.20
|
|
13:00
|
96.12
|
96.01
|
-0.11
|
0.11
|
13:00
|
96.05
|
96.02
|
-0.03
|
0.03
|
|
14:00
|
96.08
|
96.01
|
-0.07
|
0.07
|
14:00
|
95.98
|
96.02
|
0.04
|
0.04
|
|
15:00
|
95.51
|
95.50
|
-0.01
|
0.01
|
15:00
|
95.47
|
95.51
|
0.04
|
0.04
|
|
16:00
|
94.98
|
94.97
|
-0.01
|
0.01
|
16:00
|
94.97
|
95.01
|
0.04
|
0.04
|
|
17:00
|
94.48
|
94.47
|
-0.01
|
0.01
|
17:00
|
94.99
|
95.01
|
0.02
|
0.02
|
|
18:00
|
93.97
|
93.97
|
0.00
|
0.00
|
18:00
|
94.49
|
94.49
|
0.00
|
0.00
|
|
19:00
|
93.41
|
93.46
|
0.05
|
0.05
|
19:00
|
93.92
|
93.99
|
0.07
|
0.07
|
|
20:00
|
92.87
|
92.94
|
0.07
|
0.07
|
20:00
|
93.38
|
93.48
|
0.10
|
0.10
|
|
21:00
|
92.88
|
92.94
|
0.06
|
0.06
|
21:00
|
92.82
|
92.97
|
0.15
|
0.15
|
|
22:00
|
92.43
|
92.42
|
-0.01
|
0.01
|
22:00
|
92.31
|
92.47
|
0.16
|
0.16
|
|
23:00
|
92.41
|
92.42
|
0.01
|
0.01
|
23:00
|
92.30
|
92.47
|
0.17
|
0.17
|
Measured hydraulic head = [measured
water level in tank + elevation of bottom of tank]
Elevation of bottom of tank =
82.74 ft
Difference (ft) = [Measured hydraulic
head (ft) - simulated hydraulic head (ft)]; ABS Diff = absolute value of difference
South Tom's River Elevated Tank: Node 33708
| South Toms River Elevated Storage Tank Hydraulic Head, Model Node 33708, March 24-25, 1998 | |||||||||
| Time (Hour) |
Simulated (ft) |
Measured (ft) |
Difference (ft) |
ABS Diff (ft) |
Time (Hour) |
Simulated (ft) |
Measured (ft) |
Difference (ft) |
ABS Diff (ft) |
|
0:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
0:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
|
1:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
1:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
|
2:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
2:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
|
3:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
3:00
|
190.63
|
191.30
|
0.67
|
0.67
|
|
4:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
4:00
|
190.00
|
190.30
|
0.30
|
0.30
|
|
5:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
5:00
|
190.42
|
189.20
|
-1.22
|
1.22
|
|
6:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
6:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
7:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
7:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
8:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
8:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
9:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
9:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
10:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
10:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
11:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
11:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
12:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
12:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
13:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
13:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
14:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
14:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
15:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
15:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
16:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
16:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
17:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
17:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
18:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
18:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
19:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
19:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
20:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
20:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
21:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
21:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
22:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
22:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
|
23:00
|
191.37
|
191.30
|
-0.07
|
0.07
|
23:00
|
191.65
|
191.50
|
-0.15
|
0.15
|
Measured hydraulic head = [measured
water level in tank + elevation of bottom of tank]
Elevation of bottom of tank =
166.0 ft
Difference (ft) = [Measured hydraulic
head (ft) - simulated hydraulic head (ft)]; ABS Diff = absolute value of difference
Appendix L:
Graphs and Tables of Observed and Simulated Hydraulic Head for Storage Tanks,
August1998
Holiday City Ground Tank: Node 33530
| Holiday City Ground Storage Tank Hydraulic Head, Model Node 33530, August 14-15, 1998 | |||||||||
| Time (Hour) |
Simulated (ft) |
Measured (ft) |
Difference (ft) |
ABS Diff (ft) |
Time (Hour) |
Simulated (ft) |
Measured (ft) |
Difference (ft) |
ABS Diff (ft) |
|
0:00
|
101.09
|
101.09
|
0.00
|
0.00
|
0:00
|
101.41
|
100.83
|
-0.58
|
0.58
|
|
1:00
|
103.32
|
103.25
|
-0.07
|
0.07
|
1:00
|
103.58
|
102.93
|
-0.65
|
0.65
|
|
2:00
|
105.62
|
104.44
|
-1.18
|
1.18
|
2:00
|
105.72
|
104.03
|
-1.69
|
1.69
|
|
3:00
|
106.66
|
105.50
|
-1.16
|
1.16
|
3:00
|
107.73
|
105.26
|
-2.47
|
2.47
|
|
4:00
|
106.66
|
106.02
|
-0.64
|
0.64
|
4:00
|
107.73
|
105.86
|
-1.87
|
1.87
|
|
5:00
|
106.66
|
106.02
|
-0.64
|
0.64
|
5:00
|
107.73
|
106.45
|
-1.28
|
1.28
|
|
6:00
|
106.66
|
106.02
|
-0.64
|
0.64
|
6:00
|
107.73
|
106.45
|
-1.28
|
1.28
|
|
7:00
|
104.70
|
103.72
|
-0.98
|
0.98
|
7:00
|
105.85
|
104.02
|
-1.83
|
1.83
|
|
8:00
|
102.75
|
101.57
|
-1.18
|
1.18
|
8:00
|
104.05
|
102.33
|
-1.72
|
1.72
|
|
9:00
|
100.92
|
99.96
|
-0.96
|
0.96
|
9:00
|
102.09
|
100.18
|
-1.91
|
1.91
|
|
10:00
|
99.19
|
98.30
|
-0.89
|
0.89
|
10:00
|
100.17
|
98.59
|
-1.58
|
1.58
|
|
11:00
|
99.19
|
98.30
|
-0.89
|
0.89
|
11:00
|
98.25
|
97.04
|
-1.21
|
1.21
|
|
12:00
|
99.19
|
98.30
|
-0.89
|
0.89
|
12:00
|
98.25
|
97.04
|
-1.21
|
1.21
|
|
13:00
|
99.19
|
98.30
|
-0.89
|
0.89
|
13:00
|
98.25
|
97.04
|
-1.21
|
1.21
|
|
14:00
|
99.19
|
98.30
|
-0.89
|
0.89
|
14:00
|
98.25
|
97.04
|
-1.21
|
1.21
|
|
15:00
|
99.19
|
98.30
|
-0.89
|
0.89
|
15:00
|
98.25
|
97.04
|
-1.21
|
1.21
|
|
16:00
|
99.19
|
98.30
|
-0.89
|
0.89
|
16:00
|
98.25
|
97.04
|
-1.21
|
1.21
|
|
17:00
|
99.19
|
98.30
|
-0.89
|
0.89
|
17:00
|
98.25
|
97.04
|
-1.21
|
1.21
|
|
18:00
|
99.19
|
98.30
|
-0.89
|
0.89
|
18:00
|
98.25
|
97.04
|
-1.21
|
1.21
|
|
19:00
|
99.19
|
98.30
|
-0.89
|
0.89
|
19:00
|
96.47
|
94.89
|
-1.58
|
1.58
|
|
20:00
|
99.19
|
98.30
|
-0.89
|
0.89
|
20:00
|
94.74
|
94.38
|
-0.36
|
0.36
|
|
21:00
|
99.19
|
98.80
|
-0.39
|
0.39
|
21:00
|
94.74
|
94.38
|
-0.36
|
0.36
|
|
22:00
|
99.19
|
98.80
|
-0.39
|
0.39
|
22:00
|
94.74
|
94.38
|
-0.36
|
0.36
|
|
23:00
|
99.19
|
98.80
|
-0.39
|
0.39
|
23:00
|
94.74
|
94.38
|
-0.36
|
0.36
|
Measured hydraulic head = [measured
water level in tank + elevation of bottom of tank]
Elevation of bottom of tank =
87.12 ft
Difference (ft) = [Measured hydraulic
head (ft) - simulated hydraulic head (ft)]; ABS Diff = absolute value of difference
Holly Plant Ground Tank: Node 33443
| Holly Plant Ground Storage Tanks Hydraulic Head, Model Node 33443, August 14-15, 1998 | |||||||||
|
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
|
0:00
|
15.36
|
15.37
|
0.01
|
0.01
|
0:00
|
14.21
|
14.22
|
0.01
|
0.01
|
|
1:00
|
15.58
|
15.37
|
-0.21
|
0.21
|
1:00
|
14.51
|
14.73
|
0.22
|
0.22
|
|
2:00
|
15.95
|
15.87
|
-0.08
|
0.08
|
2:00
|
14.80
|
14.73
|
-0.07
|
0.07
|
|
3:00
|
16.14
|
15.87
|
-0.27
|
0.27
|
3:00
|
15.14
|
15.24
|
0.10
|
0.10
|
|
4:00
|
16.46
|
16.39
|
-0.07
|
0.07
|
4:00
|
15.48
|
15.75
|
0.27
|
0.27
|
|
5:00
|
16.63
|
16.39
|
-0.24
|
0.24
|
5:00
|
15.64
|
15.75
|
0.11
|
0.11
|
|
6:00
|
16.89
|
16.90
|
0.01
|
0.01
|
6:00
|
15.75
|
15.75
|
0.00
|
0.00
|
|
7:00
|
16.14
|
16.39
|
0.25
|
0.25
|
7:00
|
15.20
|
15.75
|
0.55
|
0.55
|
|
8:00
|
15.38
|
15.35
|
-0.03
|
0.03
|
8:00
|
14.71
|
15.24
|
0.53
|
0.53
|
|
9:00
|
14.72
|
14.82
|
0.10
|
0.10
|
9:00
|
13.98
|
14.70
|
0.72
|
0.72
|
|
10:00
|
14.14
|
14.31
|
0.17
|
0.17
|
10:00
|
13.29
|
13.67
|
0.38
|
0.38
|
|
11:00
|
13.67
|
13.76
|
0.09
|
0.09
|
11:00
|
12.57
|
12.61
|
0.04
|
0.04
|
|
12:00
|
12.75
|
12.69
|
-0.06
|
0.06
|
12:00
|
11.83
|
11.49
|
-0.34
|
0.34
|
|
13:00
|
12.43
|
12.69
|
0.26
|
0.26
|
13:00
|
11.09
|
10.98
|
-0.11
|
0.11
|
|
14:00
|
12.12
|
12.15
|
0.03
|
0.03
|
14:00
|
10.53
|
10.47
|
-0.06
|
0.06
|
|
15:00
|
12.19
|
12.15
|
-0.04
|
0.04
|
15:00
|
10.38
|
10.47
|
0.09
|
0.09
|
|
16:00
|
12.61
|
12.67
|
0.06
|
0.06
|
16:00
|
10.37
|
10.47
|
0.10
|
0.10
|
|
17:00
|
12.58
|
12.67
|
0.09
|
0.09
|
17:00
|
10.44
|
10.47
|
0.03
|
0.03
|
|
18:00
|
12.56
|
12.67
|
0.11
|
0.11
|
18:00
|
10.33
|
10.47
|
0.14
|
0.14
|
|
19:00
|
12.80
|
13.19
|
0.39
|
0.39
|
19:00
|
10.26
|
10.47
|
0.21
|
0.21
|
|
20:00
|
13.08
|
13.19
|
0.11
|
0.11
|
20:00
|
10.20
|
10.47
|
0.27
|
0.27
|
|
21:00
|
13.35
|
13.71
|
0.36
|
0.36
|
21:00
|
10.55
|
10.99
|
0.44
|
0.44
|
|
22:00
|
13.68
|
13.71
|
0.03
|
0.03
|
22:00
|
11.17
|
11.51
|
0.34
|
0.34
|
|
23:00
|
13.92
|
14.22
|
0.30
|
0.30
|
23:00
|
11.76
|
12.04
|
0.28
|
0.28
|
Measured hydraulic head = [measured
water level in tank + elevation of bottom of tank]
Elevation of bottom of tank =
6.56 ft
Difference (ft) = [Measured hydraulic
head (ft) - simulated hydraulic head (ft)]; ABS Diff = absolute value of difference
Indian Hill Elevated Tank: Node 33564
| Indian Hill Elevated Storage Tank Hydraulic Head, Model Node 33564, August 14-15, 1998 | |||||||||
|
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
|
0:00
|
197.85
|
197.85
|
0.00
|
0.00
|
0:00
|
199.11
|
197.77
|
-1.34
|
1.34
|
|
1:00
|
197.85
|
197.85
|
0.00
|
0.00
|
1:00
|
199.11
|
197.76
|
-1.35
|
1.35
|
|
2:00
|
197.85
|
197.85
|
0.00
|
0.00
|
2:00
|
199.11
|
197.76
|
-1.35
|
1.35
|
|
3:00
|
197.85
|
197.85
|
0.00
|
0.00
|
3:00
|
199.11
|
197.76
|
-1.35
|
1.35
|
|
4:00
|
197.85
|
197.85
|
0.00
|
0.00
|
4:00
|
200.53
|
197.15
|
-3.38
|
3.38
|
|
5:00
|
194.37
|
192.87
|
-1.50
|
1.50
|
5:00
|
198.40
|
193.62
|
-4.78
|
4.78
|
|
6:00
|
190.48
|
187.76
|
-2.72
|
2.72
|
6:00
|
194.59
|
189.36
|
-5.23
|
5.23
|
|
7:00
|
187.09
|
186.24
|
-0.85
|
0.85
|
7:00
|
192.08
|
189.36
|
-2.72
|
2.72
|
|
8:00
|
184.07
|
185.03
|
0.96
|
0.96
|
8:00
|
191.70
|
189.97
|
-1.73
|
1.73
|
|
9:00
|
184.30
|
185.59
|
1.29
|
1.29
|
9:00
|
188.45
|
188.36
|
-0.09
|
0.09
|
|
10:00
|
186.47
|
187.76
|
1.29
|
1.29
|
10:00
|
186.34
|
187.80
|
1.46
|
1.46
|
|
11:00
|
189.87
|
190.48
|
0.61
|
0.61
|
11:00
|
184.15
|
186.75
|
2.60
|
2.60
|
|
12:00
|
193.63
|
193.71
|
0.08
|
0.08
|
12:00
|
181.42
|
184.54
|
3.12
|
3.12
|
|
13:00
|
196.53
|
196.48
|
-0.05
|
0.05
|
13:00
|
179.30
|
182.33
|
3.03
|
3.03
|
|
14:00
|
199.11
|
197.66
|
-1.45
|
1.45
|
14:00
|
177.77
|
181.82
|
4.05
|
4.05
|
|
15:00
|
199.11
|
197.66
|
-1.45
|
1.45
|
15:00
|
180.36
|
184.08
|
3.72
|
3.72
|
|
16:00
|
199.11
|
197.66
|
-1.45
|
1.45
|
16:00
|
182.85
|
186.24
|
3.39
|
3.39
|
|
17:00
|
199.11
|
197.66
|
-1.45
|
1.45
|
17:00
|
186.59
|
187.39
|
0.80
|
0.80
|
|
18:00
|
199.11
|
196.36
|
-2.75
|
2.75
|
18:00
|
184.12
|
184.52
|
0.40
|
0.40
|
|
19:00
|
199.11
|
197.40
|
-1.71
|
1.71
|
19:00
|
184.69
|
184.48
|
-0.21
|
0.21
|
|
20:00
|
199.11
|
197.72
|
-1.39
|
1.39
|
20:00
|
185.55
|
185.55
|
0.00
|
0.00
|
|
21:00
|
199.11
|
197.72
|
-1.39
|
1.39
|
21:00
|
186.41
|
188.81
|
2.40
|
2.40
|
|
22:00
|
199.11
|
197.72
|
-1.39
|
1.39
|
22:00
|
190.75
|
193.45
|
2.70
|
2.70
|
|
23:00
|
199.11
|
195.32
|
-3.79
|
3.79
|
23:00
|
194.10
|
197.80
|
3.70
|
3.70
|
Measured hydraulic head = [measured
water level in tank + elevation of bottom of tank]
Elevation of bottom of tank =
160.0 ft
Difference (ft) = [Measured hydraulic
head (ft) - simulated hydraulic head (ft)]; ABS Diff = absolute value of difference
North Dover Elevated Tank: Node 33566
| North Dover Elevated Storage Tank Hydraulic Head, Model Node 33566, August 14-15, 1998 | |||||||||
|
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
|
0:00
|
211.13
|
211.13
|
0.00
|
0.00
|
0:00
|
209.13
|
210.50
|
1.37
|
1.37
|
|
1:00
|
211.49
|
211.55
|
0.06
|
0.06
|
1:00
|
208.87
|
210.54
|
1.67
|
1.67
|
|
2:00
|
213.10
|
213.17
|
0.07
|
0.07
|
2:00
|
208.86
|
211.22
|
2.36
|
2.36
|
|
3:00
|
213.29
|
213.13
|
-0.16
|
0.16
|
3:00
|
207.22
|
211.56
|
4.34
|
4.34
|
|
4:00
|
213.79
|
212.77
|
-1.02
|
1.02
|
4:00
|
206.62
|
211.14
|
4.52
|
4.52
|
|
5:00
|
209.41
|
208.63
|
-0.78
|
0.78
|
5:00
|
204.34
|
208.41
|
4.07
|
4.07
|
|
6:00
|
204.84
|
201.02
|
-3.82
|
3.82
|
6:00
|
200.77
|
201.85
|
1.08
|
1.08
|
|
7:00
|
200.59
|
196.09
|
-4.50
|
4.50
|
7:00
|
198.49
|
198.95
|
0.46
|
0.46
|
|
8:00
|
196.78
|
193.79
|
-2.99
|
2.99
|
8:00
|
197.69
|
197.89
|
0.20
|
0.20
|
|
9:00
|
195.15
|
193.58
|
-1.57
|
1.57
|
9:00
|
196.50
|
197.61
|
1.11
|
1.11
|
|
10:00
|
195.53
|
194.23
|
-1.30
|
1.30
|
10:00
|
196.50
|
197.55
|
1.05
|
1.05
|
|
11:00
|
196.71
|
195.76
|
-0.95
|
0.95
|
11:00
|
196.50
|
197.47
|
0.97
|
0.97
|
|
12:00
|
198.98
|
197.86
|
-1.12
|
1.12
|
12:00
|
196.50
|
197.22
|
0.72
|
0.72
|
|
13:00
|
200.16
|
199.37
|
-0.79
|
0.79
|
13:00
|
196.50
|
196.48
|
-0.02
|
0.02
|
|
14:00
|
201.37
|
201.26
|
-0.11
|
0.11
|
14:00
|
196.50
|
196.65
|
0.15
|
0.15
|
|
15:00
|
203.03
|
203.16
|
0.13
|
0.13
|
15:00
|
195.81
|
197.94
|
2.13
|
2.13
|
|
16:00
|
203.02
|
204.23
|
1.21
|
1.21
|
16:00
|
195.58
|
199.17
|
3.59
|
3.59
|
|
17:00
|
203.03
|
204.54
|
1.51
|
1.51
|
17:00
|
197.09
|
199.85
|
2.76
|
2.76
|
|
18:00
|
203.16
|
204.74
|
1.58
|
1.58
|
18:00
|
197.09
|
199.35
|
2.26
|
2.26
|
|
19:00
|
203.45
|
205.13
|
1.68
|
1.68
|
19:00
|
197.09
|
199.25
|
2.16
|
2.16
|
|
20:00
|
205.04
|
206.36
|
1.32
|
1.32
|
20:00
|
197.09
|
199.40
|
2.31
|
2.31
|
|
21:00
|
206.05
|
208.53
|
2.48
|
2.48
|
21:00
|
196.57
|
200.99
|
4.42
|
4.42
|
|
22:00
|
208.64
|
210.92
|
2.28
|
2.28
|
22:00
|
199.50
|
203.25
|
3.75
|
3.75
|
|
23:00
|
208.66
|
210.45
|
1.79
|
1.79
|
23:00
|
201.53
|
205.80
|
4.27
|
4.27
|
Measured hydraulic head = [measured
water level in tank + elevation of bottom of tank]
Elevation of bottom of tank =
17 0.0 ft
Difference (ft) = [Measured hydraulic
head (ft) - simulated hydraulic head (ft)]; ABS Diff = absolute value of difference
Parkway Well Field Ground Tank: Node 33714
| Parkway Well Field Ground Storage Tank Hydraulic Head, Model Node 33714, August 14-15, 1998 | |||||||||
|
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
|
0:00
|
104.18
|
104.18
|
0.00
|
0.00
|
0:00
|
104.53
|
104.18
|
-0.35
|
0.35
|
|
1:00
|
104.18
|
104.18
|
0.00
|
0.00
|
1:00
|
104.53
|
104.18
|
-0.35
|
0.35
|
|
2:00
|
104.18
|
104.18
|
0.00
|
0.00
|
2:00
|
104.53
|
104.18
|
-0.35
|
0.35
|
|
3:00
|
104.18
|
104.18
|
0.00
|
0.00
|
3:00
|
104.53
|
104.18
|
-0.35
|
0.35
|
|
4:00
|
104.18
|
104.18
|
0.00
|
0.00
|
4:00
|
104.53
|
104.18
|
-0.35
|
0.35
|
|
5:00
|
104.18
|
104.18
|
0.00
|
0.00
|
5:00
|
104.53
|
104.18
|
-0.35
|
0.35
|
|
6:00
|
101.24
|
101.70
|
0.46
|
0.46
|
6:00
|
101.41
|
101.91
|
0.50
|
0.50
|
|
7:00
|
99.43
|
99.41
|
-0.02
|
0.02
|
7:00
|
98.98
|
99.59
|
0.61
|
0.61
|
|
8:00
|
97.63
|
97.86
|
0.23
|
0.23
|
8:00
|
97.41
|
98.03
|
0.62
|
0.62
|
|
9:00
|
96.02
|
96.31
|
0.29
|
0.29
|
9:00
|
95.96
|
96.38
|
0.42
|
0.42
|
|
10:00
|
94.58
|
94.69
|
0.11
|
0.11
|
10:00
|
94.95
|
95.31
|
0.36
|
0.36
|
|
11:00
|
93.42
|
93.62
|
0.20
|
0.20
|
11:00
|
93.19
|
93.68
|
0.49
|
0.49
|
|
12:00
|
92.43
|
92.57
|
0.14
|
0.14
|
12:00
|
91.37
|
92.03
|
0.66
|
0.66
|
|
13:00
|
94.06
|
93.73
|
-0.33
|
0.33
|
13:00
|
92.43
|
92.55
|
0.12
|
0.12
|
|
14:00
|
95.69
|
95.37
|
-0.32
|
0.32
|
14:00
|
93.48
|
93.58
|
0.10
|
0.10
|
|
15:00
|
97.09
|
96.92
|
-0.17
|
0.17
|
15:00
|
92.04
|
92.50
|
0.46
|
0.46
|
|
16:00
|
98.00
|
97.95
|
-0.05
|
0.05
|
16:00
|
90.64
|
91.46
|
0.82
|
0.82
|
|
17:00
|
98.92
|
98.99
|
0.07
|
0.07
|
17:00
|
89.50
|
90.45
|
0.95
|
0.95
|
|
18:00
|
98.67
|
98.97
|
0.30
|
0.30
|
18:00
|
90.97
|
91.51
|
0.54
|
0.54
|
|
19:00
|
97.72
|
97.4
|
-0.32
|
0.32
|
19:00
|
92.50
|
92.59
|
0.09
|
0.09
|
|
20:00
|
96.60
|
96.37
|
-0.23
|
0.23
|
20:00
|
92.40
|
92.61
|
0.21
|
0.21
|
|
21:00
|
95.44
|
95.35
|
-0.09
|
0.09
|
21:00
|
91.66
|
91.59
|
-0.07
|
0.07
|
|
22:00
|
94.96
|
95.46
|
0.50
|
0.50
|
22:00
|
92.20
|
91.89
|
-0.31
|
0.31
|
|
23:00
|
101.26
|
100.88
|
-0.38
|
0.38
|
23:00
|
94.80
|
94.05
|
-0.75
|
0.75
|
Measured hydraulic head = [measured
water level in tank + elevation of bottom of tank]
Elevation of bottom of tank =
82.74 ft
Difference (ft) = [Measured hydraulic
head (ft) - simulated hydraulic head (ft)]; ABS Diff = absolute value of difference
Windsor Ground Tank: Node 33673
| Windsor Ground Storage Tank Hydraulic Head, Model Node 33673, August 14-15, 1998 | |||||||||
|
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
Time
(Hour) |
Simulated
(ft) |
Measured
(ft) |
Difference
(ft) |
ABS Diff
(ft) |
|
0:00
|
29.23
|
29.23
|
0.00
|
0.00
|
0:00
|
22.80
|
23.58
|
0.78
|
0.78
|
|
1:00
|
29.76
|
29.73
|
-0.03
|
0.03
|
1:00
|
22.96
|
23.58
|
0.62
|
0.62
|
|
2:00
|
30.38
|
30.23
|
-0.15
|
0.15
|
2:00
|
23.31
|
24.08
|
0.77
|
0.77
|
|
3:00
|
30.49
|
30.23
|
-0.26
|
0.26
|
3:00
|
23.39
|
24.08
|
0.69
|
0.69
|
|
4:00
|
30.98
|
30.82
|
-0.16
|
0.16
|
4:00
|
23.47
|
24.08
|
0.61
|
0.61
|
|
5:00
|
30.93
|
30.82
|
-0.11
|
0.11
|
5:00
|
23.47
|
24.08
|
0.61
|
0.61
|
|
6:00
|
31.45
|
31.38
|
-0.07
|
0.07
|
6:00
|
23.43
|
24.08
|
0.65
|
0.65
|
|
7:00
|
30.81
|
30.63
|
-0.18
|
0.18
|
7:00
|
23.00
|
23.53
|
0.53
|
0.53
|
|
8:00
|
30.37
|
30.12
|
-0.25
|
0.25
|
8:00
|
22.55
|
23.00
|
0.45
|
0.45
|
|
9:00
|
30.33
|
30.12
|
-0.21
|
0.21
|
9:00
|
22.03
|
22.50
|
0.47
|
0.47
|
|
10:00
|
30.03
|
29.62
|
-0.41
|
0.41
|
10:00
|
21.59
|
22.00
|
0.41
|
0.41
|
|
11:00
|
29.66
|
29.02
|
-0.64
|
0.64
|
11:00
|
21.40
|
22.00
|
0.60
|
0.60
|
|
12:00
|
29.67
|
29.02
|
-0.65
|
0.65
|
12:00
|
19.70
|
19.56
|
-0.14
|
0.14
|
|
13:00
|
29.17
|
28.47
|
-0.70
|
0.70
|
13:00
|
18.99
|
18.99
|
0.00
|
0.00
|
|
14:00
|
26.98
|
26.34
|
-0.64
|
0.64
|
14:00
|
18.30
|
18.47
|
0.17
|
0.17
|
|
15:00
|
26.10
|
25.72
|
-0.38
|
0.38
|
15:00
|
18.24
|
19.33
|
1.09
|
1.09
|
|
16:00
|
24.90
|
24.61
|
-0.29
|
0.29
|
16:00
|
18.19
|
19.33
|
1.14
|
1.14
|
|
17:00
|
24.14
|
24.11
|
-0.03
|
0.03
|
17:00
|
18.35
|
19.33
|
0.98
|
0.98
|
|
18:00
|
22.92
|
22.80
|
-0.12
|
0.12
|
18:00
|
17.95
|
18.55
|
0.60
|
0.60
|
|
19:00
|
22.40
|
22.20
|
-0.20
|
0.20
|
19:00
|
17.91
|
18.55
|
0.64
|
0.64
|
|
20:00
|
22.31
|
22.20
|
-0.11
|
0.11
|
20:00
|
17.81
|
18.55
|
0.74
|
0.74
|
|
21:00
|
21.95
|
21.51
|
-0.44
|
0.44
|
21:00
|
18.48
|
20.18
|
1.70
|
1.70
|
|
22:00
|
22.26
|
23.07
|
0.81
|
0.81
|
22:00
|
18.53
|
19.53
|
1.00
|
1.00
|
|
23:00
|
22.31
|
23.07
|
0.76
|
0.76
|
23:00
|
19.11
|
20.92
|
1.81
|
1.81
|
Measured hydraulic head = [measured water level in tank + elevation of bottom of tank]
Elevation of bottom of tank = 9.84 ft
Difference (ft) = [Measured hydraulic head (ft) - simulated hydraulic head (ft)]; ABS Diff = absolute value of difference
Appendix M:
Graphs and Tables of Measured and Simulated Booster Pump flows, March 1998
Holiday City Booster Pump: Model Link 20011
| Holiday City Booster Pump Flow, Model Link 20011, March 24-25, 1998 | |||||||||
|
Time
(Hour) |
Simulated
(gpm) |
Measured
(gpm) |
Difference
(gpm) |
ABS Diff
(gpm) |
Time
(Hour) |
Simulated
(gpm) |
Measured
(gpm) |
Difference
(gpm) |
ABS Diff
(gpm) |
|
0:00
|
0.00
|
--
|
--
|
--
|
0:00
|
0.00
|
--
|
--
|
--
|
|
1:00
|
0.00
|
--
|
--
|
--
|
1:00
|
0.00
|
--
|
--
|
--
|
|
2:00
|
0.00
|
--
|
--
|
--
|
2:00
|
0.00
|
--
|
--
|
--
|
|
3:00
|
0.00
|
--
|
--
|
--
|
3:00
|
0.00
|
--
|
--
|
--
|
|
4:00
|
0.00
|
--
|
--
|
--
|
4:00
|
0.00
|
--
|
--
|
--
|
|
5:00
|
1071.61
|
--
|
--
|
--
|
5:00
|
0.00
|
--
|
--
|
--
|
|
6:00
|
108.17
|
--
|
--
|
--
|
6:00
|
0.00
|
--
|
--
|
--
|
|
7:00
|
109.07
|
--
|
--
|
--
|
7:00
|
0.00
|
--
|
--
|
--
|
|
8:00
|
109.07
|
--
|
--
|
--
|
8:00
|
1210.80
|
--
|
--
|
--
|
|
9:00
|
109.07
|
--
|
--
|
--
|
9:00
|
1170.40
|
--
|
--
|
--
|
|
10:00
|
1172.74
|
--
|
--
|
--
|
10:00
|
1147.65
|
--
|
--
|
--
|
|
11:00
|
0.00
|
--
|
--
|
--
|
11:00
|
1119.61
|
--
|
--
|
--
|
|
12:00
|
0.00
|
--
|
--
|
--
|
12:00
|
1099.46
|
--
|
--
|
--
|
|
13:00
|
0.00
|
--
|
--
|
--
|
13:00
|
0.00
|
--
|
--
|
--
|
|
14:00
|
0.00
|
--
|
--
|
--
|
14:00
|
0.00
|
--
|
--
|
--
|
|
15:00
|
0.00
|
--
|
--
|
--
|
15:00
|
0.00
|
--
|
--
|
--
|
|
16:00
|
0.00
|
--
|
--
|
--
|
16:00
|
0.00
|
--
|
--
|
--
|
|
17:00
|
0.00
|
--
|
--
|
--
|
17:00
|
0.00
|
--
|
--
|
--
|
|
18:00
|
0.00
|
--
|
--
|
--
|
18:00
|
0.00
|
--
|
--
|
--
|
|
19:00
|
0.00
|
--
|
--
|
--
|
19:00
|
0.00
|
--
|
--
|
--
|
|
20:00
|
0.00
|
--
|
--
|
--
|
20:00
|
0.00
|
--
|
--
|
--
|
|
21:00
|
0.00
|
--
|
--
|
--
|
21:00
|
0.00
|
--
|
--
|
--
|
|
22:00
|
0.00
|
--
|
--
|
--
|
22:00
|
0.00
|
--
|
--
|
--
|
|
23:00
|
0.00
|
--
|
--
|
--
|
23:00
|
0.00
|
--
|
--
|
--
|
-, Data not available
Difference (gpm) = [measured flow
(gpm) - simulated flow (gpm)]; ABS Diff = absolute value of difference
Parkway booster Pump 1: Model Link 20022
| Parkway Booster Pump 1 Flow, Model Link 20022, March 24-25, 1998 | |||||||||
|
Time
(Hour) |
Simulated
(gpm) |
Measured
(gpm) |
Difference
(gpm) |
ABS Diff
(gpm) |
Time
(Hour) |
Simulated
(gpm) |
Measured
(gpm) |
Difference
(gpm) |
ABS Diff
(gpm) |
|
0:00
|
0.00
|
0.00
|
0.00
|
0.00
|
0:00
|
0.00
|
1254.22
|
1254.22
|
1254.22
|
|
1:00
|
0.00
|
0.00
|
0.00
|
0.00
|
1:00
|
2218.27
|
760.89
|
-1457.38
|
1457.38
|
|
2:00
|
2808.53
|
2606.22
|
-202.31
|
202.31
|
2:00
|
0.00
|
910.22
|
910.22
|
910.22
|
|
3:00
|
0.00
|
625.78
|
625.78
|
625.78
|
3:00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
4:00
|
0.00
|
0.00
|
0.00
|
0.00
|
4:00
|
0.00
|
0.00
|
0.00
|
0.00
|
|
5:00
|
0.00
|
1046.22
|
1046.22
|
1046.22
|
5:00
|
3102.55
|
1506.67
|
-1595.88
|
1595.88
|
|
6:00
|
3175.46
|
2366.22
|
-809.24
|
809.24
|
6:00
|
3148.24
|
3201.78
|
53.54
|
53.54
|
|
7:00
|
3203.68
|
3316.44
|
112.76
|
112.76
|
7:00
|
3172.08
|
3362.67
|
190.59
|
190.59
|
|
8:00
|
3201.53
|
3360.00
|
158.47
|
158.47
|
8:00
|
3178.95
|
3347.56
|
168.61
|
168.61
|
|
9:00
|
3149.72
|
3337.78
|
188.06
|
188.06
|
9:00
|
3149.77
|
3304.89
|
155.12
|
155.12
|
|
10:00
|
3130.34
|
3336.89
|
206.55
|
206.55
|
10:00
|
3138.50
|
3310.22
|
171.72
|
171.72
|
|
11:00
|
3128.01
|
3305.78
|
177.77
|
177.77
|
11:00
|
3121.19
|
3245.33
|
124.14
|
124.14
|
|
12:00
|
3126.96
|
3286.22
|
159.26
|
159.26
|
12:00
|
3111.51
|
3178.67
|
67.16
|
67.16
|
|
13:00
|
3114.44
|
3188.44
|
74.00
|
74.00
|
13:00
|
3085.18
|
3162.67
|
77.49
|
77.49
|
|
14:00
|
3105.55
|
3168.89
|
63.34
|
63.34
|
14:00
|
3084.04
|
3184.89
|
100.85
|
100.85
|
|
15:00
|
3074.79
|
3128.89
|
54.10
|
54.10
|
15:00
|
3080.56
|
3108.44
|
27.88
|
27.88
|
|
16:00
|
3060.78
|
3139.56
|
78.78
|
78.78
|
16:00
|
3075.68
|
3050.67
|
-25.01
|
25.01
|
|
17:00
|
3083.18
|
3120.00
|
36.82
|
36.82
|
17:00
|
3081.35
|
3093.33
|
11.98
|
11.98
|
|
18:00
|
3124.70
|
3228.44
|
103.74
|
103.74
|
18:00
|
3127.23
|
3205.33
|
78.10
|
78.10
|
|
19:00
|
3111.54
|
3216.89
|
105.35
|
105.35
|
19:00
|
3113.39
|
3208.89
|
95.50
|
95.50
|
|
20:00
|
3101.63
|
3208.89
|
107.26
|
107.26
|
20:00
|
3117.36
|
3176.00
|
58.64
|
58.64
|
|
21:00
|
3093.65
|
3136.00
|
42.35
|
42.35
|
21:00
|
3092.43
|
3105.78
|
13.35
|
13.35
|
|
22:00
|
3053.70
|
3026.67
|
-27.03
|
27.03
|
22:00
|
3039.94
|
2996.44
|
-43.50
|
43.50
|
|
23:00
|
2936.81
|
2863.11
|
-73.70
|
73.70
|
23:00
|
2880.82
|
2842.67
|
-38.15
|
38.15
|
Measured data from United Water Toms
River, Inc., supervisory control and data acquisition (SCADA) system output
Difference (gpm) = [measured flow
(gpm) - simulated flow (gpm)]; ABS Diff = absolute value of difference
Next Section Table
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