1 At each node mentioned in table 1, column 1—(a) the percentage of the total number of days in the simulation period that the 50% non-zero daily flow is equalled or exceeded be at least the percentage stated, for the node, in table 1, column 2; and(b) the percentage of the total number of days in the simulation period that the 80% non-zero daily flow is equalled or exceeded be at least the percentage stated, for the node, in table 1, column 3; and(c) the percentage of the total number of days in the simulation period that the 90% non-zero daily flow is equalled or exceeded be at least the percentage stated, for the node, in table 1, column 4; and(d) the percentage of the total number of days in the simulation period that the daily flow volume is zero be not more than the percentage stated, for the node, in table 1, column 5.## Table 1

Column 1 Column 2 Column 3 Column 4 Column 5 Node % % % % 1 45 77 86 4 2 41 74 82 13 3 38 65 71 21 4 36 56 64 22 5 38 59 66 20 6 34 66 72 17

2 At each node mentioned in table 2, column 1, the percentage of the total number of days in a water flow season in the simulation period that the 80% non-zero daily flow is equalled or exceeded be at least the percentage stated for the water flow season, for the node, in table 2, column 2.## Table 2

Column 1 Column 2 Water flow season Node December - March April - July August - November 4 63 62 42 5 61 65 44 6 67 70 59

3 At each node mentioned in table 3, column 1—(a) the number of periods of no flow of at least 30 consecutive days in the simulation period be not more than the number stated for the node in table 3, column 2; and(b) the number of periods of no flow of at least 90 consecutive days in the simulation period be not more than the number stated for the node in table 3, column 3.## Table 3

Column 1 Column 2 Column 3 Node No. of periods of no flow of at least 30 consecutive days No. of periods of no flow of at least 90 consecutive days 1 2 0 2 5 0 3 40 10 4 86 14 5 37 6 6 52 12

4 At each node mentioned in table 4, column 1—(a) the mean annual flow in the simulation period, expressed as a percentage of the mean annual flow for the pre-development flow pattern, be at least the percentage stated for the node in table 4, column 2; and(b) the median annual flow in the simulation period, expressed as a percentage of the median annual flow for the pre-development flow pattern, be at least the percentage stated for the node in table 4, column 3; and(c) the 1.5 year daily flow volume in the simulation period, expressed as a percentage of the 1.5 year daily flow volume for the pre-development flow pattern, be at least the percentage stated for the node in table 4, column 4; and(d) the 5 year daily flow volume in the simulation period, expressed as a percentage of the 5 year daily flow volume for the pre-development flow pattern, be at least the percentage stated for the node in table 4, column 5; and(e) the 20 year daily flow volume in the simulation period, expressed as a percentage of the 20 year daily flow volume for the pre-development flow pattern, be at least the percentage stated for the node in table 4, column 6.## Table 4

Column 1 Column 2 Column 3 Column 4 Column 5 Column 6 Node Mean annual flow Median annual flow 1.5 year daily flow volume 5 year daily flow volume 20 year daily flow volume 1 83 84 97 86 87 2 74 71 89 90 89 3 97 99 99 99 99 4 91 81 83 98 98 5 85 82 69 94 95 6 83 68 65 97 96

5 At each node mentioned in table 5, column 1, the annual proportional flow deviation in the simulation period be not more than the annual proportional flow deviation stated for the node in table 5, column 2.## Table 5

Column 1 Column 2 Node Annual proportional flow deviation 1 1.2 2 2.1 3 0.7 4 1.2 5 1.1 6 1.5