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