APPENDIX K

TABLES OF ABSOLUTE DIFFERENCE IN SIMULATED PROPORTIONATE CONTRIBUTION OF
WATER BETWEEN THE MANUAL ADJUSTMENT PROCESS AND
GENETIC ALGORITHM (GA) METHODS FOR SENSITIVITY ANALYSES SENS0,
DOVER TOWNSHIP AREA, NEW JERSEY,
1962, 1965, 1971, 1978, 1988, 1995, AND 1996

Table K-1. Absolute difference in proportionate contribution of water from well or well field to selected
pipeline locations, between the manual adjustment process and Genetic Algorithm (GA) methods for
sensitivity analyses SENS0, Dover Township area, New Jersey, 1962
[—, well or well field not part of distribution-system network for this year; see Table 18 for correspondence between pipeline
location and model node]

Month

Pipeline
location

Absolute difference in percentage of water contributed from well or well field

Holly

Brookside

South Toms River

Indian Head

Parkway

Route 70

Berkeley

Windsor

Anchorage

Silver Bay

A

7

7

B

0

0

January

C

0

0

D

0

0

E

0

0

 

A

0

0

B

0

0

February

C

7

7

D

0

0

E

0

0

 

A

1

1

B

0

0

March

C

10

10

D

0

0

E

0

0

 

A

13

13

B

0

0

April

C

4

4

D

0

0

E

0

0

 

A

2

2

B

0

0

May

C

1

1

D

0

0

E

0

0

 

A

1

1

B

0

0

June

C

5

5

D

0

0

E

0

0

 

A

2

2

B

0

0

July

C

6

6

D

0

0

E

0

0

 

A

9

9

B

0

0

August

C

13

13

D

0

0

E

0

0

 

A

8

8

B

0

0

September

C

6

6

D

0

0

E

0

0

 

A

2

2

B

0

0

October

C

4

4

D

1

1

E

0

0

 

A

3

3

B

0

0

November

C

4

4

D

0

0

E

0

0

 

A

3

3

B

0

0

December

C

4

4

D

0

0

E

0

0

Table K-2. Absolute difference in proportionate contribution of water from well or well field to selected
pipeline locations, between the manual adjustment process and Genetic Algorithm (GA) methods for
sensitivity analyses SENS0, Dover Township area, New Jersey, 1965
[—, well or well field not part of distribution-system network for this year; see Table 18 for correspondence between pipeline
location and model node]

Month

Pipeline
location

Absolute difference in percentage of water contributed from well or well field

Holly

Brookside

South Toms River

Indian Head

Parkway

Route 70

Berkeley

Windsor

Anchorage

Silver Bay

A

0

0

B

0

0

January

C

0

0

D

0

0

E

0

0

 

A

0

0

B

0

0

February

C

0

0

D

0

0

E

0

0

 

A

0

0

B

0

0

March

C

0

0

D

0

0

E

0

0

 

A

0

0

B

0

0

April

C

0

0

D

0

0

E

0

0

 

A

1

1

B

0

0

May

C

4

4

D

1

1

E

2

2

 

A

2

2

B

0

0

June

C

3

3

D

3

3

E

0

0

 

A

2

2

B

0

0

July

C

2

2

D

1

1

E

1

1

 

A

1

1

B

0

0

August

C

3

3

D

1

1

E

1

1

 

A

1

1

B

0

0

September

C

2

2

D

1

1

E

2

2

 

A

0

0

B

0

0

October

C

0

0

D

0

0

E

0

0

 

A

0

0

B

1

0

November

C

0

0

D

0

0

E

0

0

 

A

0

0

B

0

0

December

C

0

0

D

0

0

E

0

0

Table K-3. Absolute difference in proportionate contribution of water from well or well field to selected
pipeline locations, between the manual adjustment process and Genetic Algorithm (GA) methods for
sensitivity analyses SENS0, Dover Township area, New Jersey, 1971
[—, well or well field not part of distribution-system network for this year; see Table 18 for correspondence between pipeline
location and model node]

Month

Pipeline
location

Absolute difference in percentage of water contributed from well or well field

Holly

Brookside

South Toms River

Indian Head

Parkway

Route 70

Berkeley

Windsor

Anchorage

Silver Bay

A

0

0

0

0

0

0

0

B

0

0

0

0

0

0

0

January

C

0

0

0

0

0

0

0

D

0

0

0

0

0

0

0

E

2

2

0

0

0

0

0

 

A

1

0

1

0

0

0

0

B

0

0

0

0

0

0

0

February

C

0

0

0

0

0

0

0

D

2

1

0

1

0

0

0

E

0

1

0

1

0

0

0

 

A

2

0

2

0

0

0

0

B

0

0

0

0

0

0

0

March

C

0

0

0

0

0

0

0

D

1

1

0

0

0

0

0

E

4

6

0

3

0

0

0

 

A

5

0

5

0

0

0

0

B

0

0

0

0

0

0

0

April

C

3

0

0

3

0

0

0

D

1

1

0

0

0

0

0

E

1

1

0

0

0

1

0

 

A

0

0

0

0

0

0

0

B

0

0

0

0

0

0

0

May

C

0

0

0

0

0

0

0

D

0

1

0

0

0

0

0

E

1

2

0

0

0

1

0

 

A

0

0

0

0

0

0

0

B

0

0

0

0

0

0

0

June

C

7

0

0

7

0

0

0

D

0

0

0

1

0

0

0

E

2

1

0

3

3

0

0

 

A

1

0

1

0

0

0

0

B

0

0

0

0

0

0

0

July

C

0

0

0

0

0

0

0

D

1

1

0

0

1

0

0

E

1

0

0

0

1

0

0

 

A

0

0

0

0

0

0

0

B

0

0

0

0

0

0

0

August

C

0

0

0

4

4

0

0

D

2

3

0

0

0

0

0

E

0

1

0

1

2

4

0

 

A

1

0

1

0

0

0

0

B

0

0

0

0

0

0

0

September

C

0

0

0

0

0

0

0

D

1

3

0

1

1

0

0

E

1

1

0

0

0

1

0

 

A

1

0

1

0

0

0

0

B

0

0

0

0

0

0

0

October

C

0

0

0

0

0

0

0

D

2

1

0

1

0

0

0

E

0

2

0

0

0

5

7

 

A

0

0

0

0

0

0

0

B

0

0

0

0

0

0

0

November

C

0

0

0

0

0

0

0

D

2

2

0

0

0

0

0

E

3

7

0

2

0

0

3

 

A

0

0

0

0

0

0

0

B

0

0

0

0

0

0

0

December

C

1

0

0

1

0

0

0

D

1

1

0

0

0

0

0

E

1

1

0

2

0

0

0

Table K-4. Absolute difference in proportionate contribution of water from well or well field to selected
pipeline locations, between the manual adjustment process and Genetic Algorithm (GA) methods for
sensitivity analyses SENS0, Dover Township area, New Jersey, 1978
[—, well or well field not part of distribution-system network for this year; see Table 18 for correspondence between pipeline
location and model node]

Month

Pipeline
location

Absolute difference in percentage of water contributed from well or well field

Holly

Brookside

South Toms River

Indian Head

Parkway

Route 70

Berkeley

Windsor

Anchorage

Silver Bay

A

7

0

7

0

0

0

0

B

3

0

0

1

1

0

0

January

C

0

0

0

0

0

0

0

D

5

0

3

1

4

0

0

E

1

0

0

1

1

0

0

 

A

3

0

4

0

0

0

0

B

0

0

0

3

3

0

0

February

C

0

0

0

1

1

0

0

D

8

0

1

2

4

0

0

E

0

0

0

5

4

0

0

 

A

6

0

8

1

1

0

0

B

0

0

0

1

1

0

0

March

C

0

0

0

4

4

0

0

D

6

0

1

1

7

0

0

E

0

0

0

0

4

0

0

 

A

0

0

0

0

0

0

0

B

1

0

0

2

1

0

0

April

C

0

0

0

1

1

0

0

D

1

1

0

1

1

0

0

E

1

2

0

1

4

4

2

 

A

3

0

3

0

0

0

0

B

3

0

0

1

2

0

0

May

C

0

0

0

5

5

0

0

D

7

7

4

2

2

0

0

E

1

2

0

1

1

1

3

 

A

1

0

1

0

0

0

0

B

4

0

0

3

3

0

0

June

C

0

0

0

1

1

0

0

D

3

0

0

0

3

0

0

E

0

1

0

0

2

3

2

 

A

2

0

2

0

0

0

0

B

2

0

0

1

1

0

0

July

C

0

0

0

0

0

0

0

D

3

4

0

0

0

0

0

E

0

0

0

0

7

0

7

 

A

8

0

8

0

0

0

0

B

4

0

0

2

2

0

0

August

C

0

0

0

3

3

0

0

D

5

7

3

0

15

0

0

E

0

0

0

0

3

11

7

 

A

2

0

2

0

0

0

0

B

0

0

0

1

1

0

0

September

C

0

0

0

6

6

0

0

D

6

3

2

0

5

0

0

E

0

4

0

0

3

7

2

 

A

1

0

1

0

0

0

0

B

1

0

0

311

1

0

0

October

C

0

0

0

0

11

0

0

D

9

7

1

1

1

0

0

E

3

2

0

0

0

0

 

A

2

0

2

0

0

0

0

B

2

0

0

1

0

0

0

November

C

0

0

0

1

1

0

0

D

1

5

1

1

2

0

0

E

1

0

4

5

0

0

 

A

12

0

13

0

1

0

0

B

2

0

0

0

2

0

0

December

C

0

0

0

0

0

0

0

D

4

0

2

0

3

0

0

E

0

0

1

0

1

0

0

Table K-5. Absolute difference in proportionate contribution of water from well or well field to selected
pipeline locations, between the manual adjustment process and Genetic Algorithm (GA) methods for
sensitivity analyses SENS0, Dover Township area, New Jersey, 1988
[—, well or well field not part of distribution-system network for this year; see Table 18 for correspondence between pipeline
location and model node]

Month

Pipeline
location

Absolute difference in percentage of water contributed from well or well field

Holly

Brookside

South Toms River

Indian Head

Parkway

Route 70

Berkeley

Windsor

Anchorage

Silver Bay

A

1

0

0

0

0

0

1

B

0

0

0

0

0

0

0

January

C

2

0

0

0

1

3

1

D

1

1

0

0

2

0

0

E

0

0

0

0

3

2

2

 

A

2

0

1

0

0

0

1

B

0

0

0

0

0

0

0

February

C

2

0

0

0

3

3

5

D

1

1

0

0

1

0

2

E

0

0

0

0

4

5

1

 

A

8

0

3

0

0

0

5

B

0

0

0

0

0

0

0

March

C

0

0

0

0

7

0

6

D

6

0

6

0

3

1

3

E

1

3

0

0

7

9

2

 

A

1

0

0

0

0

0

0

B

0

0

0

0

0

0

0

April

C

1

0

0

0

4

0

3

D

1

5

1

0

4

0

0

E

0

0

0

0

3

1

1

 

A

1

0

1

0

0

0

0

B

0

0

0

0

0

0

0

May

C

0

0

0

0

8

1

9

D

7

7

0

0

0

0

0

E

1

3

0

0

8

4

0

 

A

2

0

1

0

0

0

0

B

1

0

0

1

0

0

0

June

C

0

0

0

0

0

0

0

D

0

0

0

0

1

0

0

E

0

0

0

0

1

1

0

 

A

0

0

0

0

0

0

0

B

2

0

0

0

0

0

1

July

C

8

0

0

0

12

0

4

D

1

2

2

0

0

0

0

E

1

0

0

0

2

1

0

 

A

0

0

0

0

0

0

0

B

3

0

0

0

0

0

2

August

C

0

0

0

1

1

0

0

D

0

0

0

1

0

0

0

E

0

0

0

0

1

1

0

 

A

2

0

0

0

0

0

1

B

1

0

0

0

0

0

1

September

C

0

0

0

3

4

0

0

D

0

1

0

0

0

0

1

E

0

0

0

0

0

0

0

 

A

4

0

7

0

0

0

2

B

0

0

0

6

5

0

12

October

C

0

0

0

1

1

0

0

D

2

0

0

1

3

0

0

E

0

0

0

1

1

0

0

 

A

0

0

2

0

0

0

1

B

0

0

0

0

0

0

0

November

C

0

0

0

12

2

1

10

D

0

6

0

1

3

0

2

E

0

0

0

3

7

4

1

 

A

0

0

1

1

8

0

11

B

0

0

0

0

0

0

0

December

C

0

0

0

3

4

6

0

D

0

0

0

2

2

0

0

E

0

0

0

0

9

9

1

Table K-6. Absolute difference in proportionate contribution of water from well or well field to selected
pipeline locations, between the manual adjustment process and Genetic Algorithm (GA) methods for
sensitivity analyses SENS0, Dover Township area, New Jersey, 1995
[—, well or well field not part of distribution-system network for this year; see Table 18 for correspondence between pipeline
location and model node]

Month

Pipeline
location

Absolute difference in percentage of water contributed from well or well field

Holly

Brookside

South Toms River

Indian Head

Parkway

Route 70

Berkeley

Windsor

Anchorage

Silver Bay

A

0

0

10

0

0

0

10

0

B

0

0

0

0

0

0

0

0

January

C

0

0

0

5

13

0

8

0

D

0

0

1

1

5

0

3

0

E

0

0

0

3

2

5

1

0

 

A

0

0

5

0

1

0

4

0

B

0

0

0

0

0

0

0

0

February

C

0

0

0

7

10

0

3

0

D

0

0

2

4

6

0

2

0

E

0

0

0

4

3

3

0

0

 

A

0

0

5

1

7

0

11

0

B

0

0

0

0

0

0

0

0

March

C

0

0

0

1

7

0

9

0

D

0

0

0

4

3

0

1

0

E

0

0

0

4

2

1

0

0

 

A

2

0

9

1

2

0

8

0

B

0

0

0

0

0

0

0

0

April

C

0

0

0

12

10

0

2

0

D

4

0

1

1

6

0

2

0

E

0

0

0

7

3

3

2

0

 

A

5

0

4

0

0

0

0

0

B

0

0

0

8

7

0

15

0

May

C

0

0

0

4

10

0

7

0

D

5

0

1

1

3

0

2

0

E

1

0

0

1

0

1

3

0

 

A

0

0

1

0

0

0

1

0

B

17

0

0

5

2

0

23

0

June

C

2

0

0

2

14

0

10

0

D

9

0

2

0

5

0

1

0

E

0

0

0

2

4

5

2

0

 

A

5

0

5

0

0

0

0

0

B

4

0

0

4

9

0

17

0

July

C

7

0

0

7

4

0

5

0

D

7

3

0

0

4

0

1

0

E

3

1

0

3

3

2

1

0

 

A

1

0

2

0

0

0

1

0

B

9

0

0

1

15

0

7

0

August

C

2

0

0

0

5

0

3

0

D

10

3

0

0

3

0

1

4

E

3

4

1

2

3

1

1

1

 

A

5

0

5

0

0

0

1

0

B

17

0

0

1

5

0

21

0

September

C

6

0

0

0

7

0

13

0

D

4

1

3

0

1

0

0

0

E

2

0

0

3

8

0

0

0

 

A

0

0

0

0

0

0

0

0

B

0

0

0

0

0

0

0

0

October

C

0

0

0

3

9

0

5

0

D

4

0

0

0

6

0

3

0

E

0

0

0

5

2

2

0

0

 

A

0

0

0

2

4

0

6

0

B

0

0

0

0

0

0

0

0

November

C

0

0

0

0

11

0

10

0

D

0

0

0

2

0

0

2

0

E

0

0

0

10

8

2

1

0

 

A

0

0

3

2

3

0

8

0

B

0

0

0

0

0

0

0

0

December

C

0

0

0

1

22

0

21

0

D

0

0

0

3

2

0

1

0

E

0

0

0

5

9

1

4

0

Table K-7. Absolute difference in proportionate contribution of water from well or well field to selected
pipeline locations, between the manual adjustment process and Genetic Algorithm (GA) methods for
sensitivity analyses SENS0, Dover Township area, New Jersey, 1996
[—, well or well field not part of distribution-system network for this year; see Table 18 for correspondence between pipeline
location and model node]

Month

Pipeline
location

Absolute difference in percentage of water contributed from well or well field

Holly

Brookside

South Toms River

Indian Head

Parkway

Route 70

Berkeley

Windsor

Anchorage

Silver Bay

A

0

0

8

1

1

0

7

0

B

0

0

0

0

0

0

0

0

January

C

0

0

0

12

13

0

1

0

D

0

0

0

1

7

0

8

0

E

0

0

0

6

6

0

0

0

 

A

0

0

4

3

1

0

1

0

B

0

0

0

4

11

0

8

0

February

C

0

0

0

0

0

0

0

0

D

0

0

2

2

5

0

1

0

E

0

0

0

1

1

1

0

0

 

A

2

0

9

3

2

0

4

0

B

0

0

0

3

8

0

4

0

March

C

0

0

0

5

5

0

0

0

D

5

0

1

1

7

0

0

0

E

0

0

0

4

3

0

0

0

 

A

1

0

2

0

0

0

1

0

B

2

0

0

0

0

0

3

0

April

C

4

0

0

1

3

0

0

0

D

3

0

1

0

4

0

0

0

E

1

0

0

0

1

0

0

0

 

A

4

0

3

0

0

0

0

0

B

4

0

0

0

0

0

4

0

May

C

17

0

0

0

17

0

0

0

D

6

2

1

0

3

0

0

0

E

1

0

0

0

2

0

0

1

 

A

7

0

3

0

0

0

4

0

B

2

0

0

0

1

0

3

0

June

C

6

0

0

0

9

0

3

0

D

4

1

3

0

1

0

2

2

E

2

1

0

0

2

0

1

1

 

A

4

0

4

0

0

0

0

0

B

3

0

0

0

0

0

3

0

July

C

7

0

0

0

12

0

5

0

D

1

0

2

0

2

0

0

0

E

1

0

0

1

3

5

0

1

 

A

0

0

0

0

0

0

0

0

B

1

0

0

0

0

0

1

0

August

C

7

0

0

0

13

0

4

0

D

0

0

1

0

1

0

0

0

E

1

0

0

0

3

5

2

0

 

A

2

0

3

0

0

0

0

0

B

0

0

0

0

3

0

3

0

September

C

1

0

0

0

6

0

5

0

D

5

0

1

0

7

0

0

0

E

0

0

0

0

2

0

1

0

 

A

1

0

2

0

0

0

3

0

B

0

0

0

0

0

0

0

0

October

C

0

0

0

0

5

0

5

0

D

1

0

1

0

4

0

3

0

E

0

0

0

0

4

3

2

0

 

A

6

0

3

0

0

0

3

0

B

0

0

0

0

0

0

0

0

November

C

0

0

0

0

2

0

2

0

D

6

0

2

0

0

0

1

10

E

1

0

1

0

8

6

2

1

 

A

0

0

0

0

0

0

0

0

B

3

0

0

0

0

0

3

0

December

C

13

0

0

0

0

0

13

0

D

1

0

0

0

0

0

0

1

E

1

0

0

0

0

2

3

0