Conclusion Land Cover Changes and Potential Hydrological Responses in Palu Catchment, Central Sulawesi Province.

69 Appendix 5 Observed Discharges Ministry of Public Work for Water Resources Management Observed discharges on 2002 Tanggal Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1 44.08 16.72 29.25 76.2 259.16 95.53 62.95 34.69 26.52 38.77 25.6 54.62 2 39.25 14.2 29.53 77.37 309.63 93.22 60.9 34.18 26.08 39.6 25.55 63.92 3 38.45 10.11 28.83 84.59 229.65 83.97 61.14 31.45 25.62 39.85 23.69 64.32 4 36.17 9.38 29.2 90.11 175.05 72.92 61.47 31.54 24.54 38.38 23.61 65.41 5 35.55 13.84 21.16 101.88 177.36 62.63 59.61 31.76 24.68 38.34 23.61 57.75 6 35.74 12.89 22.22 94.28 197.08 61.44 59.85 38.09 23.62 38.34 23.61 60.76 7 45.22 11.29 23.08 94.34 177.54 57.33 55.95 34.65 23.76 36.62 23.61 59.81 8 48.75 9.81 25.16 74.06 319.82 56.47 50.26 33.24 23.94 36.55 22.99 57.52 9 50.13 9.19 29.37 73.57 335.45 63.25 48.37 31.94 22.34 36.55 22.96 54.52 10 52.4 23.05 31.22 80.06 324.95 67.13 44.88 32.1 22.4 36.55 22.96 55.37 11 45.18 42.26 30.77 87.2 280.88 69.89 43.28 31.59 22.56 35.82 22.96 57.35 12 42.57 48.73 30.96 89.24 225.17 62.6 42.62 31.04 22.12 35.79 22.96 52.59 13 44.41 42.92 22.64 89.7 168.29 59.27 41.14 30.5 21.25 35.06 23.59 54.32 14 42.2 47.33 22.47 88.75 142.4 71.79 39.63 29.23 21.82 35.03 23.61 61.73 15 47.66 51.68 24.52 93.18 124.9 66.87 38.97 30.12 22.01 35.03 23.61 83.24 16 63.48 54.07 27.89 91.04 114.95 103.54 36.95 29.64 22.2 35.03 24.85 95.08 17 27.17 35.83 28.88 83.22 103 98.12 36.04 29.82 22.38 33.56 24.9 77.23 18 19.34 25.52 32.89 83.25 88.98 65.56 36.19 29.31 21.95 33.5 24.9 69.18 19 16.64 23.44 37.87 77.5 78.49 95.9 36.41 29.5 20.89 33.5 25.53 67.79 20 16.68 26.65 42.55 75.16 73.53 89.46 37.45 28.74 21.26 32.77 26.17 67.74 21 20.46 26.35 42.98 71.75 69.98 73.01 35.43 27.14 21.84 32.74 26.82 67.74 22 15.12 25.89 44.93 87.08 65.77 118.76 35.55 27.24 24.51 32.01 26.85 67.74 23 12.49 26.05 50 112.56 63.73 126.1 40.76 27.43 22.31 31.98 31.04 67.74 24 21.36 27.48 40.62 147.89 91.14 142.26 37.83 26.37 21.72 31.25 39.75 74.89 25 58.7 29.13 45.56 127.26 87.23 148.82 35.54 26.51 21.93 31.22 40.11 78.86 26 46.01 30.87 44.33 130.1 82.13 160.81 34.93 26.69 22.12 31.22 40.11 88.08 27 24.51 29.69 54.96 177.48 87.6 72.03 34.39 26.26 22.31 30.48 58.97 87.09 28 19.71 27.71 59.9 260.26 88.23 69.71 33.85 26.42 22.49 29.72 61.95 79.34 29 18.15 63.68 411.54 90 68.99 34.04 26.61 22.68 29.69 60.95 96.24 30 14.31 56.58 172.45 93.18 67.09 34.26 26.79 24.73 28.2 59.81 94.24 31 11.75 56.56 95.07 34.48 26.36 26.9 94.12 Rata‐rata 33.9884 26.86 36.4697 113.436 155.495 84.8157 43.391 29.9016 22.9527 34.1952 30.921 70.2042 alirankm 2 ldet 11.106 8.772 11.91 37.046 50.782 27.699 14.171 9.7654 7.496 11.168 10.098 22.928 Tinggi aliran mm 29.747 21.221 31.901 96.024 136.01 71.797 37.955 26.156 19.43 29.911 26.175 61.409 meter kubik 10 6 91.086 64.98 97.68 294.03 416.48 219.84 116.22 80.088 59.493 91.588 80.147 188.03 Observed Discharges on 2003 Tanggal Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1 66.4 94.66 94.17 164.18 162.71 63.09 91.71 67.89 60.91 75.68 74.34 79.72 2 68.61 94.8 94.2 154.64 155.71 52.76 83.9 59.2 62.89 65.26 74.01 82.35 3 65.44 113.93 94.23 115.13 159.35 51.38 83.58 58.86 79.42 63.75 74.04 82.48 4 74.65 98.38 96.98 112.03 139.49 44.78 82.38 77.27 104.9 74.1 82.64 94.66 5 81.19 95 97.12 104.5 130.15 69.86 82.36 69.53 99.89 69.66 79.35 97.91 6 81.48 97.64 97.15 114.72 129.83 67.91 82.38 60.44 95.58 60.72 79.35 102.48 7 79.05 93.7 97.18 151.07 133.16 67.79 89.11 59 66.58 71.59 67.28 102.69 8 83.88 72.99 98.57 118.21 134.97 68.91 128.7 45.37 62.12 73.31 69 107.23 9 84.11 64.22 112.13 107.81 126.85 68.98 96.52 44.82 60.91 96.81 65.83 105.95 10 85.57 61.73 112.73 102.97 145.56 69 89.7 53.4 72.16 144.66 62.43 119.78 11 78.09 59.47 97.91 113.31 204.59 69.02 96.31 54.74 93.28 183.48 78.65 125.33 12 77.8 60.5 97.32 121.8 220.63 67.95 92.54 54.8 75.99 146.43 73.23 133.79 13 79.06 55.33 97.35 127.11 232.97 67.93 89.68 63.3 71.58 127.61 62.79 139.51 14 79.13 54.17 97.38 185.46 199.4 67.95 76.75 61.49 69.06 191.22 61.29 146.93 15 77.93 71.59 104.77 214.09 163.48 67.98 68.98 64.71 79.96 227.34 61.27 194.7 16 75.46 68.76 103.61 250.79 154.37 65.81 64.32 53.35 68.37 201.68 72.61 203.03 17 77.83 60.98 99.07 254.75 134.46 66.84 60.88 60.03 67.89 149.03 73.1 142.42 18 86.91 60.98 106.42 242.78 123.81 68 62.96 82.58 69.01 194.29 73.13 126.35 19 87.31 60.71 109.77 192.37 115.31 75.26 61.98 88.9 144.53 190.01 78.06 132.39 20 85.98 60.73 69.89 256.41 109 80.48 68.52 86.53 217.55 150.5 73.39 134.35 21 91.39 60.75 67.15 271.19 99.74 83.16 66.63 65.84 138.11 124.75 83.01 150.56 22 91.65 60.78 74.21 199.96 93.95 83.29 65.47 80.82 113.63 112.62 90.25 128.58 23 87.6 60.8 89.92 172.28 88.31 87.39 63.26 66.77 102.29 103.19 81.3 116.18 24 87.46 92.7 96.03 173.24 79.08 83.52 56.7 82.97 88.01 94.33 79.72 108.24 25 87.49 94.06 106.53 183.57 73.83 86.09 55.48 86.45 86.1 88.56 80.92 115.45 26 86.16 94.08 148.5 212.18 67.76 83.51 55.46 64.87 83.37 81.76 79.77 127.3 27 86.13 94.11 183.5 171.15 66.44 90.23 60.76 66.17 87.35 77.84 78.52 107.31 28 86.16 94.14 193.33 167.49 64.23 87.82 66.47 61.91 73.68 74.04 76.05 96.29 29 86.19 173.1 161.61 65.25 95.9 61.25 53.48 74.35 72.68 75.97 82.44 30 86.21 178.12 144.8 64.23 84.01 67.62 55.1 74.43 93.29 76 73.34 31 91.68 162.84 63.11 66.82 65.91 83.34 69.36 Rata‐rata 82.06452 76.84607 111.3284 168.72 125.8623 72.88667 75.45742 65.04839 88.13 114.9526 74.57667 117.0677 alirankm 2 ldet 26.801 25.093 36.358 55.199 41.105 23.804 24.643 21.24 28.782 37.542 24.319 38.232 Tinggi aliran mm 71.784 60.705 97.381 143.08 110.09 61.699 66.004 56.891 74.603 100.55 63.036 102.4 meter kubik 10 6 219.8 185.88 298.18 438.1 337.11 188.92 202.11 174.2 228.43 307.89 193.02 313.55