Water Plan (Fitzroy Basin) 2011
sch.6-secTable 2
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sch.6-sec Table 2
At each node mentioned in table 2, column 1— the mean annual flow in the simulation period, expressed as a percentage of the mean annual flow for the pre-development flow pattern, is to be at least the percentage stated for the node in table 2, column 2; and the median annual flow ratio in the simulation period, expressed as a percentage, is to be at least the percentage stated for the node in table 2, column 3; and the annual proportional flow deviation is to be not more than the annual proportional flow deviation stated for the node in table 2, column 4; and the mean wet season flow in the simulation period, expressed as a percentage of the mean wet season flow for the pre-development flow pattern, is to be at least the percentage stated for the node in table 2, column 5. Column 1 Column 2 Column 3 Column 4 Column 5 Node Mean annual flow Median annual flow ratio Annual proportional flow deviation Mean wet season flow 0 77% 58% 2.5 80% 2 65% 48% 3.1 Not applicable 3 85% 85% 1.1 6 90% 85% 0.5 8 80% 65% 2 9 90% 80% 1.2 9A 90% 85% 1.2 10 70% 50% 3 12 80% 54% 2 14 90% 75% 1 At each node mentioned in table 3, column 1— the 10% daily exceedance duration flow in the simulation period, expressed as a percentage of the 10% daily exceedance duration flow for the pre-development flow pattern, is to be at least the percentage stated for the node in table 3, column 2; and the 4% daily exceedance duration flow in the simulation period, expressed as a percentage of the 4% daily exceedance duration flow for the pre-development flow pattern, is to be at least the percentage stated for the node in table 3, column 3; and the 2 year daily flow volume in the simulation period, expressed as a percentage of the 2 year daily flow volume for the pre-development flow pattern, is to be at least the percentage stated for the node in table 3, column 4; and 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, is to be at least the percentage stated for the node in table 3, column 5; and 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, is to be at least the percentage stated for the node in table 3, column 6. Column 1 Column 2 Column 3 Column 4 Column 5 Column 6 Node 10% daily exceedance duration flow 4% daily exceedance duration flow 2 year daily flow volume 5 year daily flow volume 20 year daily flow volume 0 55% 74% 75% 87% 88% 2 45% 53% 55% 69% 80% 3 82% 81% 86% 89% 90% 6 81% 81% 91% 97% 98% 8 57% 74% 86% 91% 97% 9 80% 82% 80% 94% 92% 9A 83% 87% 74% 94% 90% 10 45% 59% 62% 72% 84% 12 45% 61% 60% 78% 98% 14 82% 71% 78% 93% 98% (sch.6-sec-ssec.1) At each node mentioned in table 2, column 1— the mean annual flow in the simulation period, expressed as a percentage of the mean annual flow for the pre-development flow pattern, is to be at least the percentage stated for the node in table 2, column 2; and the median annual flow ratio in the simulation period, expressed as a percentage, is to be at least the percentage stated for the node in table 2, column 3; and the annual proportional flow deviation is to be not more than the annual proportional flow deviation stated for the node in table 2, column 4; and the mean wet season flow in the simulation period, expressed as a percentage of the mean wet season flow for the pre-development flow pattern, is to be at least the percentage stated for the node in table 2, column 5. Column 1 Column 2 Column 3 Column 4 Column 5 Node Mean annual flow Median annual flow ratio Annual proportional flow deviation Mean wet season flow 0 77% 58% 2.5 80% 2 65% 48% 3.1 Not applicable 3 85% 85% 1.1 6 90% 85% 0.5 8 80% 65% 2 9 90% 80% 1.2 9A 90% 85% 1.2 10 70% 50% 3 12 80% 54% 2 14 90% 75% 1 (sch.6-sec-ssec.2) At each node mentioned in table 3, column 1— the 10% daily exceedance duration flow in the simulation period, expressed as a percentage of the 10% daily exceedance duration flow for the pre-development flow pattern, is to be at least the percentage stated for the node in table 3, column 2; and the 4% daily exceedance duration flow in the simulation period, expressed as a percentage of the 4% daily exceedance duration flow for the pre-development flow pattern, is to be at least the percentage stated for the node in table 3, column 3; and the 2 year daily flow volume in the simulation period, expressed as a percentage of the 2 year daily flow volume for the pre-development flow pattern, is to be at least the percentage stated for the node in table 3, column 4; and 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, is to be at least the percentage stated for the node in table 3, column 5; and 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, is to be at least the percentage stated for the node in table 3, column 6. Column 1 Column 2 Column 3 Column 4 Column 5 Column 6 Node 10% daily exceedance duration flow 4% daily exceedance duration flow 2 year daily flow volume 5 year daily flow volume 20 year daily flow volume 0 55% 74% 75% 87% 88% 2 45% 53% 55% 69% 80% 3 82% 81% 86% 89% 90% 6 81% 81% 91% 97% 98% 8 57% 74% 86% 91% 97% 9 80% 82% 80% 94% 92% 9A 83% 87% 74% 94% 90% 10 45% 59% 62% 72% 84% 12 45% 61% 60% 78% 98% 14 82% 71% 78% 93% 98%