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
20:00
1946.70
1945.76
-0.94
0.94
21:00
2362.50
2362.71
0.21
0.21
21:00
2359.80
2360.09
0.29
0.29
22:00
2295.00
2295.23
0.23
0.23
22:00
2289.60
2288.89
-0.71
0.71
23:00
2211.30
2211.81
0.51
0.51
23:00
2224.80
2225.35
0.55
0.55

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


Parkway Well Field Wells: Model Node 44567

Parkway Well Field Well Flow, Model Node 44567, 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
3160.50
--
--
--
0:00
2058.00
--
--
--
1:00
2744.00
--
--
--
1:00
3185.00
--
--
--
2:00
2670.50
--
--
--
2:00
2254.00
--
--
--
3:00
1470.00
--
--
--
3:00
2156.00
--
--
--
4:00
1421.00
--
--
--
4:00
0.00
--
--
--
5:00
0.00
--
--
--
5:00
1617.00
--
--
--
6:00
1176.00
--
--
--
6:00
2450.00
--
--
--
7:00
2303.00
--
--
--
7:00
2450.00
--
--
--
8:00
2891.00
--
--
--
8:00
2450.00
--
--
--
9:00
2499.00
--
--
--
9:00
2744.00
--
--
--
10:00
2597.00
--
--
--
10:00
2744.00
--
--
--
11:00
2793.00
--
--
--
11:00
2548.00
--
--
--
12:00
2450.00
--
--
--
12:00
2646.00
--
--
--
13:00
3087.00
--
--
--
13:00
3038.00
--
--
--
14:00
2719.50
--
--
--
14:00
2744.00
--
--
--
15:00
2719.50
--
--
--
15:00
2744.00
--
--
--
16:00
2719.50
--
--
--
16:00
3087.00
--
--
--
17:00
2744.00
--
--
--
17:00
2744.00
--
--
--
18:00
2744.00
--
--
--
18:00
2744.00
--
--
--
19:00
2744.00
--
--
--
19:00
2744.00
--
--
--
20:00
3111.50
--
--
--
20:00
2744.00
--
--
--
21:00
2793.00
--
--
--
21:00
2744.00
--
--
--
22:00
3038.00
--
--
--
22:00
3038.00
--
--
--
23:00
2940.00
--
--
--
23:00
3038.00
--
--
--

--, Data not available
Difference (gpm) = [measured flow (gpm) - simulated flow (gpm)]; ABS Diff = absolute value of difference


Route 70:, Well 31: Model Node 44322

Route 70 Well 31 Flow, Model Node 44322, 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
784.00
777.39
-6.61
6.61
0:00
782.60
775.78
-6.82
6.82
1:00
2.10
2.42
0.32
0.32
1:00
2.10
2.42
0.32
0.32
2:00
711.20
704.89
-6.31
6.31
2:00
2.10
2.42
0.32
0.32
3:00
800.10
793.50
-6.60
6.60
3:00
2.10
2.42
0.32
0.32
4:00
807.80
800.75
-7.05
7.05
4:00
1.40
1.61
0.21
0.21
5:00
823.90
816.86
-7.04
7.04
5:00
711.20
704.89
-6.31
6.31
6:00
758.80
752.42
-6.38
6.38
6:00
714.70
708.92
-5.78
5.78
7:00
703.50
697.64
-5.86
5.86
7:00
756.00
749.19
-6.81
6.81
8:00
735.70
729.05
-6.65
6.65
8:00
747.60
741.14
-6.46
6.46
9:00
797.30
790.28
-7.02
7.02
9:00
758.80
752.42
-6.38
6.38
10:00
810.60
803.97
-6.63
6.63
10:00
757.40
750.81
-6.59
6.59
11:00
788.20
781.42
-6.78
6.78
11:00
749.70
743.56
-6.14
6.14
12:00
747.60
741.14
-6.46
6.46
12:00
711.90
705.69
-6.21
6.21
13:00
801.50
794.31
-7.19
7.19
13:00
753.90
747.58
-6.32
6.32
14:00
777.70
770.95
-6.75
6.75
14:00
824.60
817.67
-6.93
6.93
15:00
733.60
727.44
-6.16
6.16
15:00
773.50
766.92
-6.58
6.58
16:00
734.30
728.25
-6.05
6.05
16:00
782.60
775.78
-6.82
6.82
17:00
716.80
710.53
-6.27
6.27
17:00
697.20
691.19
-6.01
6.01
18:00
785.40
779.00
-6.40
6.40
18:00
731.50
725.03
-6.47
6.47
19:00
738.50
732.28
-6.22
6.22
19:00
777.00
770.14
-6.86
6.86
20:00
773.50
766.92
-6.58
6.58
20:00
779.10
772.56
-6.54
6.54
21:00
739.90
733.89
-6.01
6.01
21:00
763.00
756.44
-6.56
6.56
22:00
742.00
735.50
-6.50
6.50
22:00
743.40
737.11
-6.29
6.29
23:00
791.70
784.64
-7.06
7.06
23:00
782.60
775.78
-6.82
6.82

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


South Toms River: wells 32, 38: Model Nodes 44656, 44664

South Toms River Wells 32 and 38 Flow, Model Nodes 44656 and 44664, 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
546.70
542.29
-4.41
4.41
0:00
478.80
474.62
-4.18
4.18
1:00
482.30
478.38
-3.92
3.92
1:00
401.80
398.50
-3.30
3.30
2:00
476.70
472.74
-3.96
3.96
2:00
0.00
1.88
1.88
1.88
3:00
511.70
507.52
-4.18
4.18
3:00
0.00
1.88
1.88
1.88
4:00
427.70
423.87
-3.83
3.83
4:00
0.00
1.88
1.88
1.88
5:00
514.50
510.34
-4.16
4.16
5:00
573.30
568.61
-4.69
4.69
6:00
559.30
554.51
-4.79
4.79
6:00
570.50
565.79
-4.71
4.71
7:00
576.10
571.43
-4.67
4.67
7:00
578.20
573.31
-4.89
4.89
8:00
602.00
596.80
-5.20
5.20
8:00
573.30
568.61
-4.69
4.69
9:00
571.90
566.73
-5.17
5.17
9:00
597.10
592.11
-4.99
4.99
10:00
558.60
553.57
-5.03
5.03
10:00
550.90
546.05
-4.85
4.85
11:00
569.80
564.85
-4.95
4.95
11:00
556.50
551.69
-4.81
4.81
12:00
535.50
531.02
-4.48
4.48
12:00
534.80
530.08
-4.72
4.72
13:00
501.20
497.18
-4.02
4.02
13:00
525.00
520.68
-4.32
4.32
14:00
511.70
507.52
-4.18
4.18
14:00
553.00
547.93
-5.07
5.07
15:00
532.00
527.26
-4.74
4.74
15:00
522.20
517.86
-4.34
4.34
16:00
521.50
516.92
-4.58
4.58
16:00
527.80
523.50
-4.30
4.30
17:00
527.10
522.56
-4.54
4.54
17:00
559.30
554.51
-4.79
4.79
18:00
533.40
529.14
-4.26
4.26
18:00
538.30
533.83
-4.47
4.47
19:00
536.90
531.95
-4.95
4.95
19:00
546.00
541.35
-4.65
4.65
20:00
551.60
546.99
-4.61
4.61
20:00
550.90
546.05
-4.85
4.85
21:00
537.60
532.89
-4.71
4.71
21:00
556.50
551.69
-4.81
4.81
22:00
497.70
493.42
-4.28
4.28
22:00
489.30
484.96
-4.34
4.34
23:00
470.40
466.17
-4.23
4.23
23:00
487.90
484.02
-3.88
3.88

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

Appendix P:
Graphs and Tables of Measured and Simulated Well Flows, August1998


South Toms River Wells 32, 38, Model Nodes 44656, 44664

Berkeley Wells 33, 34, and 35 Flow, Model Nodes 44658, 44660, and 44662, 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
2151.80
2151.41
-0.39
0.39
0:00
2212.80
2213.01
0.21
0.21
1:00
2088.00
2087.82
-0.18
0.18
1:00
2108.50
2108.87
0.37
0.37
2:00
2166.30
2166.55
0.25
0.25
2:00
2150.70
2150.80
0.10
0.10
3:00
2213.90
2213.35
-0.55
0.55
3:00
2239.80
2239.65
-0.15
0.15
4:00
2375.90
2376.00
0.10
0.10
4:00
2359.60
2360.30
0.70
0.70
5:00
2576.70
2575.91
-0.79
0.79
5:00
2563.10
2563.15
0.05
0.05
6:00
2781.90
2781.66
-0.24
0.24
6:00
2664.70
2664.35
-0.35
0.35
7:00
2767.40
2767.49
0.09
0.09
7:00
2702.50
2702.45
-0.05
0.05
8:00
2749.50
2749.43
-0.07
0.07
8:00
2756.50
2756.59
0.09
0.09
9:00
2690.10
2690.95
0.85
0.85
9:00
2695.40
2695.47
0.07
0.07
10:00
2522.70
2523.67
0.97
0.97
10:00
2662.00
2662.37
0.37
0.37
11:00
2435.30
2435.26
-0.04
0.04
11:00
2565.10
2562.14
-2.96
2.96
12:00
2417.40
2417.79
0.39
0.39
12:00
2612.40
2611.87
-0.53
0.53
13:00
2428.20
2428.87
0.67
0.67
13:00
2537.80
2538.35
0.55
0.55
14:00
2368.80
2369.67
0.87
0.87
14:00
2404.50
2404.61
0.11
0.11
15:00
2436.30
2436.00
-0.30
0.30
15:00
2421.70
2422.39
0.69
0.69
16:00
2447.10
2447.27
0.17
0.17
16:00
2467.60
2467.17
-0.43
0.43
17:00
2487.60
2487.23
-0.37
0.37
17:00
2590.80
2590.87
0.07
0.07
18:00
2425.50
2425.45
-0.05
0.05
18:00
2556.70
2556.23
-0.47
0.47
19:00
2368.80
2369.54
0.74
0.74
19:00
2456.80
2457.00
0.20
0.20
20:00
2266.20
2266.44
0.24
0.24
20:00
2372.10
2371.95
-0.15
0.15
21:00
2220.30
2220.45
0.15
0.15
21:00
2285.70
2286.05
0.35
0.35
22:00
2385.00
2384.40
-0.60
0.60
22:00
2259.70
2259.75
0.05
0.05
23:00
2298.60
2298.79
0.19
0.19
23:00
2238.10
2238.46
0.36
0.36

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


Holly Plant Well 30: Model Node: 55002

Holly Plant Well 30 Flow, Model Node 55002, 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
1680.00
--
--
--
0:00
1841.70
--
--
--
1:00
1841.70
--
--
--
1:00
1841.70
--
--
--
2:00
1680.00
--
--
--
2:00
1995.00
--
--
--
3:00
1890.00
--
--
--
3:00
1995.00
--
--
--
4:00
1890.00
--
--
--
4:00
1785.00
--
--
--
5:00
2100.00
--
--
--
5:00
1785.00
--
--
--
6:00
1890.00
--
--
--
6:00
2100.00
--
--
--
7:00
1890.00
--
--
--
7:00
2100.00
--
--
--
8:00
1890.00
--
--
--
8:00
1890.00
--
--
--
9:00
1890.00
--
--
--
9:00
1890.00
--
--
--
10:00
1890.00
--
--
--
10:00
1841.70
--
--
--
11:00
1050.00
--
--
--
11:00
1841.70
--
--
--
12:00
2100.00
--
--
--
12:00
1841.70
--
--
--
13:00
1470.00
--
--
--
13:00
2100.00
--
--
--
14:00
1470.00
--
--
--
14:00
1785.00
--
--
--
15:00
2100.00
--
--
--
15:00
1785.00
--
--
--
16:00
1365.00
--
--
--
16:00
1785.00
--
--
--
17:00
1365.00
--
--
--
17:00
1785.00
--
--
--
18:00
1785.00
--
--
--
18:00
1785.00
--
--
--
19:00
1785.00
--
--
--
19:00
1785.00
--
--
--
20:00
1785.00
--
--
--
20:00
1785.00
--
--
--
21:00
1785.00
--
--
--
21:00
1785.00
--
--
--
22:00
1785.00
--
--
--
22:00
1785.00
--
--
--
23:00
1785.00
--
--
--
23:00
1785.00
--
--
--

--, Data not available
Difference (gpm) = [measured flow (gpm) - simulated flow (gpm)]; ABS Diff = absolute value of difference


Holly Plant Well 37: Model Node 55003

Holly Plant Well 37 Flow, Model Node 55003
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
0.00
--
--
--
6:00
0.00
--
--
--
7:00
0.00
--
--
--
7:00
0.00
--
--
--
8:00
0.00
--
--
--
8:00
0.00
--
--
--
9:00
0.00
--
--
--
9:00
0.00
--
--
--
10:00
0.00
--
--
--
10:00
0.00
--
--
--
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
541.80
--
--
--
15:00
0.00
--
--
--
15:00
541.80
--
--
--
16:00
0.00
--
--
--
16:00
541.80
--
--
--
17:00
0.00
--
--
--
17:00
541.80
--
--
--
18:00
0.00
--
--
--
18:00
541.80
--
--
--
19:00
0.00
--
--
--
19:00
541.80
--
--
--
20:00
0.00
--
--
--
20:00
541.80
--
--
--
21:00
0.00
--
--
--
21:00
541.80
--
--
--
22:00
0.00
--
--
--
22:00
541.80
--
--
--
23:00
0.00
--
--
--
23:00
541.80
--
--
--

--, Data not available
Difference (gpm) = [measured flow (gpm) - simulated flow (gpm)]; ABS Diff = absolute value of difference


Parkway Well Field Wells: Model Node 44567

Parkway Well Field Wells Flow, Model Node 44567, 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
0.0
--
--
--
0:00
0.0
--
--
--
1:00
0.0
--
--
--
1:00
0.0
--
--
--
2:00
0.0
--
--
--
2:00
0.0
--
--
--
3:00
0.0
--
--
--
3:00
0.0
--
--
--
4:00
0.0
--
--
--
4:00
0.0
--
--
--
5:00
1274.0
--
--
--
5:00
1136.8
--
--
--
6:00
3699.5
--
--
--
6:00
3185.0
--
--
--
7:00
3699.5
--
--
--
7:00
3675.0
--
--
--
8:00
3699.5
--
--
--
8:00
3920.0
--
--
--
9:00
3699.5
--
--
--
9:00
4165.0
--
--
--
10:00
3699.5
--
--
--
10:00
3675.0
--
--
--
11:00
3699.5
--
--
--
11:00
3675.0
--
--
--
12:00
4067.0
--
--
--
12:00
3920.0
--
--
--
13:00
4067.0
--
--
--
13:00
3920.0
--
--
--
14:00
3920.0
--
--
--
14:00
3675.0
--
--
--
15:00
3675.0
--
--
--
15:00
3675.0
--
--
--
16:00
3675.0
--
--
--
16:00
3675.0
--
--
--
17:00
4410.0
--
--
--
17:00
4165.0
--
--
--
18:00
3920.0
--
--
--
18:00
4165.0
--
--
--
19:00
3675.0
--
--
--
19:00
4655.0
--
--
--
20:00
3675.0
--
--
--
20:00
4165.0
--
--
--
21:00
3920.0
--
--
--
21:00
4718.7
--
--
--
22:00
4248.3
--
--
--
22:00
4718.7
--
--
--
23:00
2205.0
--
--
--
23:00
4410.0
--
--
--

--, Data not available
Difference (gpm) = [measured flow (gpm) - simulated flow (gpm)]; ABS Diff = absolute value of difference


Route 70, Well 31: Model Node 44322

Route 70 Well 31 Flow, Model Node 44322, 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
677.60
677.26
-0.34
0.34
0:00
711.20
711.55
0.35
0.35
1:00
649.60
649.47
-0.13
0.13
1:00
683.20
683.44
0.24
0.24
2:00
705.60
705.52
-0.08
0.08
2:00
716.10
715.87
-0.23
0.23
3:00
718.90
719.11
0.21
0.21
3:00
761.60
761.57
-0.03
0.03
4:00
723.80
724.20
0.40
0.40
4:00
762.30
762.19
-0.11
0.11
5:00
732.90
733.16
0.26
0.26
5:00
770.00
769.76
-0.24
0.24
6:00
744.10
744.28
0.18
0.18
6:00
785.40
785.66
0.26
0.26
7:00
763.70
763.58
-0.12
0.12
7:00
762.30
762.50
0.20
0.20
8:00
737.10
737.17
0.07
0.07
8:00
754.60
754.47
-0.13
0.13
9:00
725.90
726.21
0.31
0.31
9:00
765.80
765.59
-0.21
0.21
10:00
698.60
698.73
0.13
0.13
10:00
732.90
732.70
-0.20
0.20
11:00
704.90
705.21
0.31
0.31
11:00
752.50
752.77
0.27
0.27
12:00
691.60
691.78
0.18
0.18
12:00
774.90
774.70
-0.20
0.20
13:00
683.20
683.29
0.09
0.09
13:00
752.50
752.46
-0.04
0.04
14:00
711.20
711.39
0.19
0.19
14:00
739.20
739.18
-0.02
0.02
15:00
738.50
738.72
0.22
0.22
15:00
733.60
733.63
0.03
0.03
16:00
693.70
693.63
-0.07
0.07
16:00
735.70
735.94
0.24
0.24
17:00
672.00
671.71
-0.29
0.29
17:00
732.20
732.08
-0.12
0.12
18:00
690.90
691.01
0.11
0.11
18:00
730.80
731.00
0.20
0.20
19:00
655.20
655.03
-0.17
0.17
19:00
721.70
721.43
-0.27
0.27
20:00
662.20
662.44
0.24
0.24
20:00
736.40
736.56
0.16
0.16
21:00
641.20
641.13
-0.07
0.07
21:00
716.80
716.80
0.00
0.00
22:00
693.70
693.79
0.09
0.09
22:00
690.20
690.24
0.04
0.04
23:00
648.90
649.01
0.11
0.11
23:00
695.10
694.87
-0.23
0.23

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


Appendix Q:

Graphs of Simulated Barium Concentration in Storage Tanks Showing a Dynamic Equilibrium Condition


Holiday City
Ground Level Storage Tank


Holly Plant
Ground- Level Storage Tank

Indian Hill
Elevated Storage Tank

North Dover
Elevated Storage Tank

Parkway Well Field Ground-Level Storage Tank
     

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