Table 2 Mean yield (± standard error) of nitrate–N and lag times (years) calculated using cross-correlation (using pre-whitened data) and cumulative generalised additive models (GAMs) and the resulting mean lag time after filtering out sites that were either impacted by hydroelectric schemes or were recently disturbed causing uncharacteristically high sediment loads, or under minimally disturbed conditions (MDC), i.e. > 90% native forest, mountains or scrub.

From: The implications of lag times between nitrate leaching losses and riverine loads for water quality policy

Code

Mean yield (kg N ha−1 yr−1)

Lag time

Mean transit time

References

Cross correlation

Cumulative GAM

Filtered mean

AK1

18.4 ± 1

(1.5)

(9)

Impacted

 

AK2

7 ± 0.4

1.0

3.5

2.3

 

AX1

0.9 ± 0.1

(5.7)

(4.5)

MDC

 

AX2

0.8 ± 0.1

(9.5)

MDC

 

AX3

0.4 ± 0.1

(3.0)

MDC

 

AX4

1.4 ± 0.1

 

CH1

0.9 ± 0.1

(5.8)

MDC

 

CH2

5.6 ± 0.2

3.5

5

4.3

 

CH3

1.2 ± 0.1

MDC

 

CH4

3.9 ± 0.3

4

4.0

3.7

31

DN1

3.3 ± 0.1

1.0

5.5

3.3

 

DN10

MDC

 < 1

 

DN2

2.9 ± 0.1

5.0

7.5

6.3

 

DN3

3.5 ± 0.1

 

DN4

2.7 ± 0.1

(5.7)

Impacted

 

DN5

6.3 ± 0.1

1.0

3

2.0

 

DN6

2.5 ± 0.1

 < 0.5

82

DN7

3.2 ± 0.1

5.5

5.5

 < 0.5

82

DN8

7.2 ± 0.3

4

4.0

1–2

83

DN9

1.7 ± 0.1

3.0

 < 1

83

GS1

7.5 ± 0.2

6.0

6.0

 

GS2

9.7 ± 0.2

(1.5)

(9.5)

Impacted

 

GS3

9.9 ± 0.2

 

GS4

4.2 ± 0.1

 

GY1

3.1 ± 0.1

(6.0)

Impacted

 

GY2

6.3 ± 0.2

4.5

4.5

 

GY3

0.6 ± 0.1

(3.5)

MDC

 

GY4

MDC

 

HM1

15.4 ± 0.4

MDC

 

HM2

29.7 ± 0.3

4.5

4.5

 

HM3

17.2 ± 0.2

1.5

3.5

2.5

 

HM4

21.1 ± 0.2

7

7.0

 

HM5

27 ± 0.5

7.5

7.5

 

HM6

22.4 ± 0.4

 

HV1

2.2 ± 0.1

12.3

6.5

9.4

 

HV2

11.2 ± 0.2

4–6

84

HV3

6.5 ± 0.1

12.0

12.0

4–6

84

HV4

1.0 ± 0.1

(4.7)

MDC

0.5–2

84

HV5

3.1 ± 0.1

 

HV6

3.6 ± 0.1

 

NN1

2.5 ± 0.1

 

NN2

MDC

 

NN3

0.4 ± 0.1

(2.5)

MDC

 

NN4

2.2 ± 0.1

1.5

4

2.8

 

NN5

2.1 ± 0.1

MDC

 

RO1

2.3 ± 0.1

3

3.0

 

RO2

5.5 ± 0.1

1.0

1.0

 

RO3

6.6 ± 0.2

 

RO4

1.1 ± 0.1

(6.5)

MDC

 

RO5

6.6 ± 0.1

 

RO6

3.4 ± 0.1

3.5

6.5

5.0

 

TK1

7 ± 0.2

6.5

7.5

7.0

 

TK2

7.9 ± 0.2

0.5

3

1.8

 

TK3

3.5 ± 0.1

1.5

6.5

4.0

 

TK4

1.1 ± 0.1

(4)

MDC

 

TK5

15.1 ± 0.4

 

TK6

2 ± 0.1

5.6

5.6

 

TU1

6.6 ± 0.1

(1.0)

Impacted

 

TU2

1.4 ± 0.1

MDC

 

WA1

17.2 ± 0.2

 

WA2

18.8 ± 0.2

7.5

7.5

 

WA3

49.7 ± 0.5

4.5

4.5

 

WA4

6.1 ± 0.1

6

6.0

6–10

85

WA5

7.3 ± 0.2

8

8.0

3–6

85

WA6

9.2 ± 0.2

6.5

6.5

3–6

85

WA7

13.7 ± 0.1

9.5

9.5

9–11

85

WA8

13.6 ± 0.1

0.5–5

85

WA9

14 ± 0.1

0.5–5

85

WH1

0.6 ± 0.1

(5.5)

MDC

 

WH2

16.9 ± 0.3

 

WH3

8 ± 0.1

2.5

2.5

 

WH4

17.2 ± 0.2

3.5

3.5

 

WN1

2.1 ± 0.1

 

WN2

MDC

 

WN3

9.8 ± 0.2

 

WN4

10.2 ± 0.2

5.5

5.5

 

WN5

0.6 ± 0.1

MDC

 
  1. The mean hydrological transit time for baseflow is also given for reference. Lag times in parentheses were for sites that were either impacted or under MDC and excluded from further analysis.
  2. 1A lag time either could not be calculated or no data exists.