sch.5-secTable 1

sch.5-sec Table 1

At each node mentioned in table 1, column 1, the 50% daily flow for the pre-development flow pattern for a water flow season is stated in column 2 of the table. Column 1 Column 2 Node 50% daily flow in megalitres Feb–April water flow season May–July water flow season Aug–Nov water flow season Dec–Jan water flow season A 21 12 7 9 B 40 21 10 26 C 77 48 29 37 D 59 42 28 33 E 9 6 3 5 F 72 43 26 37 G 585 318 185 327 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 50% daily flow for the plan scenario flow pattern stated for the water flow season in table 1 is equalled or exceeded be at least the percentage stated in column 2 of the table for the water flow season. Column 1 Column 2 Node Feb–April water flow season May–July water flow season Aug–Nov water flow season Dec–Jan water flow season A 41 41 43 41 B 41 40 42 40 C 35 34 23 32 D 35 34 19 19 E 42 43 37 41 F 35 34 27 32 G 30 25 13 21 At each node mentioned in table 3, column 1, the 90% daily flow for the pre-development flow pattern for a water flow season is stated in column 2 of the table. Column 1 Column 2 Node 90% daily flow in megalitres Feb–April water flow season May–July water flow season Aug–Nov water flow season Dec–Jan water flow season A 1 1 0 0 B 2 2 0 1 C 17 18 11 9 D 12 12 7 5 E 0 1 0 0 F 14 15 7 6 G 110 108 47 54 At each node mentioned in table 4, column 1, the percentage of the total number of days in a water flow season in the simulation period that the 90% daily flow for the plan scenario flow pattern stated for the water flow season in table 3 is equalled or exceeded be at least the percentage stated in column 2 of the table for the water flow season. Column 1 Column 2 Node Feb–April water flow season May–July water flow season Aug–Nov water flow season Dec–Jan water flow season A 80 83 81 80 B 80 78 77 81 C 70 66 35 43 D 51 57 27 25 E 79 76 60 58 F 71 71 41 45 G 53 38 29 44 At each node mentioned in table 5, column 1, the percentage of the total number of days in the simulation period on which the daily flow is less than 1ML be between the minimum and maximum percentages stated for the node in column 2 of the table. Column 1 Column 2 Node Minimum-maximum percentage A 11–19 B 8–26 C 0–2 D 0–4 E 14–55 F 7–61 G 0–24 At each node mentioned in table 6, column 1, minimise the extent to which— the number of periods of no flow of at least 1 month but less than 3 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 2 of the table; and the number of periods of no flow of at least 3 months but less than 6 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 3 of the table; and the number of periods of no flow of at least 6 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 4 of the table. Column 1 Column 2 Column 3 Column 4 Node Minimum-maximum Minimum-maximum Minimum-maximum A 6–26 0–3 0–0 B 8–45 1–12 0–0 C 0–2 — — D 0–4 — — E 12–73 1–29 0–6 F 0–127 0–38 0–11 G 0–17 0–2 0–0 (sch.5-sec-ssec.1) At each node mentioned in table 1, column 1, the 50% daily flow for the pre-development flow pattern for a water flow season is stated in column 2 of the table. Column 1 Column 2 Node 50% daily flow in megalitres Feb–April water flow season May–July water flow season Aug–Nov water flow season Dec–Jan water flow season A 21 12 7 9 B 40 21 10 26 C 77 48 29 37 D 59 42 28 33 E 9 6 3 5 F 72 43 26 37 G 585 318 185 327 (sch.5-sec-ssec.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 50% daily flow for the plan scenario flow pattern stated for the water flow season in table 1 is equalled or exceeded be at least the percentage stated in column 2 of the table for the water flow season. Column 1 Column 2 Node Feb–April water flow season May–July water flow season Aug–Nov water flow season Dec–Jan water flow season A 41 41 43 41 B 41 40 42 40 C 35 34 23 32 D 35 34 19 19 E 42 43 37 41 F 35 34 27 32 G 30 25 13 21 (sch.5-sec-ssec.3) At each node mentioned in table 3, column 1, the 90% daily flow for the pre-development flow pattern for a water flow season is stated in column 2 of the table. Column 1 Column 2 Node 90% daily flow in megalitres Feb–April water flow season May–July water flow season Aug–Nov water flow season Dec–Jan water flow season A 1 1 0 0 B 2 2 0 1 C 17 18 11 9 D 12 12 7 5 E 0 1 0 0 F 14 15 7 6 G 110 108 47 54 (sch.5-sec-ssec.4) At each node mentioned in table 4, column 1, the percentage of the total number of days in a water flow season in the simulation period that the 90% daily flow for the plan scenario flow pattern stated for the water flow season in table 3 is equalled or exceeded be at least the percentage stated in column 2 of the table for the water flow season. Column 1 Column 2 Node Feb–April water flow season May–July water flow season Aug–Nov water flow season Dec–Jan water flow season A 80 83 81 80 B 80 78 77 81 C 70 66 35 43 D 51 57 27 25 E 79 76 60 58 F 71 71 41 45 G 53 38 29 44 (sch.5-sec-ssec.5) At each node mentioned in table 5, column 1, the percentage of the total number of days in the simulation period on which the daily flow is less than 1ML be between the minimum and maximum percentages stated for the node in column 2 of the table. Column 1 Column 2 Node Minimum-maximum percentage A 11–19 B 8–26 C 0–2 D 0–4 E 14–55 F 7–61 G 0–24 (sch.5-sec-ssec.6) At each node mentioned in table 6, column 1, minimise the extent to which— the number of periods of no flow of at least 1 month but less than 3 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 2 of the table; and the number of periods of no flow of at least 3 months but less than 6 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 3 of the table; and the number of periods of no flow of at least 6 months in the simulation period is less than the minimum or more than the maximum number stated for the node in column 4 of the table. Column 1 Column 2 Column 3 Column 4 Node Minimum-maximum Minimum-maximum Minimum-maximum A 6–26 0–3 0–0 B 8–45 1–12 0–0 C 0–2 — — D 0–4 — — E 12–73 1–29 0–6 F 0–127 0–38 0–11 G 0–17 0–2 0–0