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Implementing the Water Environment and Water Services (Scotland) Act 2003: Development of environmental standards and conditions limits - phase II: A Consultation

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ANNEX 5: SURFACE WATER RESOURCES - PROPOSED CONDITION LIMITS FOR FRESHWATER FLOWS INTO TRANSITIONAL WATERS

1. To determine the freshwater flow condition limits applicable to a transitional water or any part thereof, SEPA shall classify the transitional water or part as being of the Type specified in Column 1 of Table A below which corresponds with the applicable description specified in Column 2 of that Table.

2. Once SEPA has classified, in accordance with paragraph 1, a transitional water or part thereof as being of a Type specified in Row 2 of Table B below, it shall apply, as applicable, the "high", "good", "moderate" or "poor" freshwater flow condition limits specified in Rows 3, 4, 5 and 6 of Columns 2, 3, 4, and 5 respectively, of that Table to that transitional water or part.

Table A: Criteria for identifying types of transitional water to which the freshwater flow conditional limits for transitional waters apply

Column 1

Column 2

Type

Ratio of the total Qn 95 freshwater inflow (in cubic metres per second) into the transitional water, or part thereof, from rivers with a catchment area = 10 km 2; to the volume (in cubic metres) of water in the transitional water, or part thereof, at mean high water (V H)

formula graphic

High sensitivity ( HS)

> 60

Medium sensitivity ( MS)

35 - 60

Low sensitivity ( LS)

< 35

Table B: Freshwater flow condition limits for transitional waters or parts thereof

Column 1

Column 2

Column 3

Column 4

Column 5

Row 1

High

Good

Moderate

Poor

Row 2

Type

HS

MS

LS

HS

MS

LS

HS

MS

LS

HS

LS

MS

Row 3

Maximum reduction in freshwater flow volume at daily freshwater flows = Qn 60

10 % of daily Q n

40 % of daily Q n

45 % of daily Q n

50 % of daily Q n

55 % of daily Q n

60 % of daily Q n

65 % of daily Q n

70 % of daily Q n

75 % of daily Q n

80 % of daily Q n

Row 4

Maximum reduction in freshwater flow volume at daily flows < Qn 60 and = to Qn 70

10 % of daily Q n

30 % of daily Q n

40 % of daily Q n

45 % of daily Q n

50 % of daily Q n

55 % of daily Q n

60 % of daily Q n

65 % of daily Q n

70 % of daily Q n

75 % of daily Q n

Row 5

Maximum reduction in freshwater flow volume at daily flows < Qn 70 and = to Qn 95

10 % of daily Q n

30 % of daily Q n

35 % of daily Q n

40 % of daily Q n

45 % of daily Q n

50 % of daily Q n

55 % of daily Q n

60 % of daily Q n

65 % of daily Q n

70 % of daily Q n

Row 6

Maximum reduction in freshwater flow volume at daily flows < Qn 95

5 % of daily Q n95

25 % of Q n95

30 % of Q n95

35 % of Q n95

40 % of Q n95

45 % of Q n95

50 % of Q n95

55 % of Q n95

60 % of Q n95

65 % of Q n95

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Page updated: Thursday, June 26, 2008