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 N:
Graphs and Tables of Measured and Simulated Booster Pump Flows, August 1998


Holiday City Booster Pump: Model Link 20011

Holiday City Booster Pump Flow, Model Link 20011, August 14-15, 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
0.00
--
--
--
5:00
0.00
--
--
--
6:00
1307.71
--
--
--
6:00
1249.51
--
--
--
7:00
1300.67
--
--
--
7:00
1203.98
--
--
--
8:00
1220.73
--
--
--
8:00
1246.97
--
--
--
9:00
1153.94
--
--
--
9:00
1273.98
--
--
--
10:00
0.00
--
--
--
10:00
1279.35
--
--
--
11:00
0.00
--
--
--
11:00
0.00
--
--
--
12:00
0.00
--
--
--
12:00
0.00
--
--
--
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
1189.04
--
--
--
19:00
0.00
--
--
--
19:00
1154.30
--
--
--
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) = [measure flow (gpm) - simulated flow (gpm)]; ABS Diff = absolute value of difference


Holly Plant Booster Pumps 1,2, and 3: Model Links 20003, 20004, and 20005

Holly Plant Booster Pumps 1,2, and 3 Flow, Model Links 20003, 20004, and 20005, August 14-15, 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
1317.16
1328.21
11.05
11.05
0:00
1351.68
1357.41
5.73
5.73
1:00
1239.73
1305.38
65.65
65.65
1:00
1358.62
1342.98
-15.64
15.64
2:00
1395.69
1344.66
-51.03
51.03
2:00
1431.48
1336.60
-94.88
94.88
3:00
1359.77
1380.91
21.14
21.14
3:00
1432.60
1361.77
-70.83
70.83
4:00
1612.64
1445.69
-166.95
166.95
4:00
1520.44
1425.89
-94.55
94.55
5:00
1658.27
1816.93
158.66
158.66
5:00
1617.56
1635.67
18.11
18.11
6:00
3142.01
2925.95
-216.06
216.06
6:00
3007.71
2618.49
-389.22
389.22
7:00
3137.37
2922.60
-214.77
214.77
7:00
2918.64
2862.51
-56.13
56.13
8:00
2984.89
2853.79
-131.10
131.10
8:00
3026.43
2876.61
-149.82
149.82
9:00
2854.32
2817.53
-36.79
36.79
9:00
3024.38
2823.58
-200.80
200.80
10:00
2662.70
2716.84
54.14
54.14
10:00
3045.62
2817.20
-228.42
228.42
11:00
2569.35
2669.51
100.16
100.16
11:00
3065.93
2837.34
-228.59
228.59
12:00
2644.58
2694.01
49.43
49.43
12:00
3058.64
2859.83
-198.81
198.81
13:00
2563.82
1721.27
-842.55
842.55
13:00
3035.15
2818.88
-216.27
216.27
14:00
1341.46
1386.28
44.82
44.82
14:00
2750.65
2143.53
-607.12
607.12
15:00
1418.59
1397.02
-21.57
21.57
15:00
2341.93
1937.10
-404.83
404.83
16:00
1404.73
1419.84
15.11
15.11
16:00
2207.80
1988.45
-219.35
219.35
17:00
1398.22
1431.59
33.37
33.37
17:00
2507.51
2072.03
-435.48
435.48
18:00
1388.77
1386.61
-2.16
2.16
18:00
2449.10
2039.14
-409.96
409.96
19:00
1317.87
1378.56
60.69
60.69
19:00
2427.58
1949.18
-478.40
478.40
20:00
1349.64
1361.10
11.46
11.46
20:00
2315.77
1533.63
-782.14
782.14
21:00
1220.05
1329.22
109.17
109.17
21:00
1300.51
1352.71
52.20
52.20
22:00
1379.60
1432.60
53.00
53.00
22:00
1337.35
1344.32
6.97
6.97
23:00
1306.80
1364.46
57.66
57.66
23:00
1284.74
1348.35
63.61
63.61

Measured data from United Water Toms River, Inc., supervisory control and data acquisition system (SCADA) output
Difference (gpm) = [measured flow (gpm) - simulated flow (gpm)]; ABS Diff = absolute value of difference


Parkway Booster Pumps 1 and 2: Model Links 20022 and 20023

Parkway Booster Pumps 1 and 2 Flow, Model Links 20022 and 20023, August 14-15, 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
0.00
0.00
0.00
1:00
0.00
0.00
0.00
0.00
1:00
0.00
0.00
0.00
0.00
2:00
0.00
0.00
0.00
0.00
2:00
0.00
0.00
0.00
0.00
3:00
0.00
0.00
0.00
0.00
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
3256.72
3591.00
334.28
334.28
5:00
3235.61
3438.25
202.64
202.64
6:00
4920.24
4942.25
22.01
22.01
6:00
4826.79
4743.25
-83.54
83.54
7:00
4911.90
4847.75
-64.15
64.15
7:00
4741.47
4679.00
-62.47
62.47
8:00
4786.99
4664.00
-122.99
122.99
8:00
4814.87
4792.00
-22.87
22.87
9:00
4671.82
4561.00
-110.82
110.82
9:00
4843.04
4662.50
-180.54
180.54
10:00
4480.89
4416.00
-64.89
64.89
10:00
4862.56
4679.25
-183.31
183.31
11:00
4371.08
4018.75
-352.33
352.33
11:00
4901.19
4583.25
-317.94
317.94
12:00
2966.48
2880.25
-86.23
86.23
12:00
3210.21
3161.50
-48.71
48.71
13:00
2895.26
2918.25
22.99
22.99
13:00
3210.20
3550.00
339.80
339.80
14:00
2977.89
2893.25
-84.64
84.64
14:00
4591.51
4422.25
-169.26
169.26
15:00
3061.75
3000.75
-61.00
61.00
15:00
4623.69
4388.25
-235.44
235.44
16:00
3053.90
3048.00
-5.90
5.90
16:00
4442.62
3795.50
-647.12
647.12
17:00
4579.18
4142.25
-436.93
436.93
17:00
3174.46
3222.25
47.79
47.79
18:00
4560.60
4418.75
-141.85
141.85
18:00
3134.71
3185.75
51.04
51.04
19:00
4429.51
4339.75
-89.76
89.76
19:00
4719.67
4186.50
-533.17
533.17
20:00
4458.03
4321.00
-137.03
137.03
20:00
4596.08
4387.75
-208.33
208.33
21:00
4209.10
2741.25
-1467.85
1467.85
21:00
4354.23
3426.50
-927.73
927.73
22:00
0.00
0.00
0.00
0.00
22:00
2927.97
2441.75
-486.22
486.22
23:00
0.00
0.00
0.00
0.00
23:00
2872.88
1211.50
-1661.38
1661.38

Measured data from United Water Toms River, Inc., supervisory control and data acquisition system (SCADA) output
Difference (gpm) = [measured flow (gpm) - simulated flow (gpm)]; ABS Diff = absolute value of difference


Windsor Booster Pumps 1, 2 and 3: Model Links 20019, 20020, and 20021

Windsor Booster Pumps 1, 2, and 3 Flow, Model Links 20019, 20020, and 20021, August 14-15, 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
974.36
970.70
-3.66
3.66
0:00
973.06
1024.23
51.17
51.17
1:00
871.16
929.71
58.55
58.55
1:00
971.14
983.62
12.48
12.48
2:00
1076.00
1003.19
-72.81
72.81
2:00
1053.10
998.02
-55.08
55.08
3:00
1011.36
1013.90
2.54
2.54
3:00
1054.90
1040.11
-14.79
14.79
4:00
1290.37
1089.22
-201.15
201.15
4:00
1142.35
1076.30
-66.05
66.05
5:00
1359.85
1324.42
-35.43
35.43
5:00
1275.11
1131.31
-143.80
143.80
6:00
2273.13
1996.78
-276.35
276.35
6:00
2056.70
1898.19
-158.51
158.51
7:00
2270.24
1995.67
-274.57
274.57
7:00
1967.65
1897.09
-70.56
70.56
8:00
2131.98
1936.59
-195.39
195.39
8:00
2084.37
1947.67
-136.70
136.70
9:00
2020.90
1915.55
-105.35
105.35
9:00
2074.79
1963.92
-110.87
110.87
10:00
1806.65
1839.49
32.84
32.84
10:00
2099.08
1959.85
-139.23
139.23
11:00
1698.07
1817.33
119.26
119.26
11:00
2138.84
2099.42
-39.42
39.42
12:00
1752.96
1799.98
47.02
47.02
12:00
2836.55
2398.87
-437.68
437.68
13:00
2183.68
2088.35
-95.33
95.33
13:00
2804.42
2364.16
-440.26
440.26
14:00
2149.43
2171.05
21.62
21.62
14:00
2382.92
1909.27
-473.65
473.65
15:00
2385.66
2212.04
-173.62
173.62
15:00
1849.79
1819.18
-30.61
30.61
16:00
2302.67
2201.33
-101.34
101.34
16:00
1639.35
1830.99
191.64
191.64
17:00
2316.67
2258.56
-58.11
58.11
17:00
2033.28
1919.98
-113.30
113.30
18:00
2254.21
2196.16
-58.05
58.05
18:00
1946.37
1875.67
-70.70
70.70
19:00
1992.30
2119.36
127.06
127.06
19:00
1942.34
1816.23
-126.11
126.11
20:00
2085.87
2034.07
-51.80
51.80
20:00
1112.26
996.91
-115.35
115.35
21:00
1544.55
1392.72
-151.83
151.83
21:00
1466.30
1481.34
15.04
15.04
22:00
997.84
1062.63
64.79
64.79
22:00
1501.23
1136.48
-364.75
364.75
23:00
907.34
1010.20
102.86
102.86
23:00
877.52
961.47
83.95
83.95

Measured data from United Water Toms River, Inc., supervisory control and data acquisition system (SCADA) output
 Difference (gpm) = [measured flow (gpm) - simulated flow (gpm)]; ABS Diff = absolute value of difference

Appendix O:
Graphs and Tables of Measured and Simulated Well Flows, March 1998


Berkeley Wells 33, 34, 35: Model Nodes 44658, 44660,44662

Berkeley Wells 33, 34, and 35 Flow, Model Nodes 44568, 44660, and 44662, 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
2529.90
2529.80
-0.10
0.10
0:00
2130.30
2130.74
0.44
0.44
1:00
2084.40
2085.30
0.90
0.90
1:00
1841.40
1840.90
-0.50
0.50
2:00
1984.50
1983.60
-0.90
0.90
2:00
5.40
4.72
-0.68
0.68
3:00
2154.60
2155.72
1.12
1.12
3:00
5.40
4.72
-0.68
0.68
4:00
1890.00
1889.19
-0.81
0.81
4:00
5.40
5.51
0.11
0.11
5:00
2262.60
2263.78
1.18
1.18
5:00
2278.80
2278.62
-0.18
0.18
6:00
2446.20
2446.07
-0.13
0.13
6:00
2508.30
2508.23
-0.07
0.07
7:00
2610.90
2611.05
0.15
0.15
7:00
2670.30
2669.95
-0.35
0.35
8:00
2700.00
2699.59
-0.41
0.41
8:00
2678.40
2678.50
0.10
0.10
9:00
2740.50
2739.91
-0.59
0.59
9:00
2632.50
2632.84
0.34
0.34
10:00
2621.70
2622.46
0.76
0.76
10:00
2575.80
2574.98
-0.82
0.82
11:00
2492.10
2490.93
-1.17
1.17
11:00
2470.50
2469.16
-1.34
1.34
12:00
2508.30
2508.00
-0.30
0.30
12:00
2489.40
2489.39
-0.01
0.01
13:00
2494.80
2496.14
1.34
1.34
13:00
2583.90
2585.17
1.27
1.27
14:00
2440.80
2439.69
-1.11
1.11
14:00
2451.60
2452.43
0.83
0.83
15:00
2427.30
2427.72
0.42
0.42
15:00
2400.30
2401.25
0.95
0.95
16:00
2470.50
2470.66
0.16
0.16
16:00
2459.70
2458.86
-0.84
0.84
17:00
2546.10
2547.37
1.27
1.27
17:00
2527.20
2528.11
0.91
0.91
18:00
2484.00
2484.62
0.62
0.62
18:00
1976.40
1977.02
0.62
0.62
19:00
2438.10
2437.48
-0.62
0.62
19:00
1927.80
1927.57
-0.23
0.23
20:00
2446.20
2445.98
-0.22
0.22