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第12期 吴守从等:应用遥测技术探讨台湾花莲地区土砂灾害集水区崩塌地的变迁 1509 表5寿丰溪集水区各期间崩塌地坡度分布面积及崩塌率 Table 5 Distribution of collapse area and collapse ratio to slope classification in the Hsoufong river basin 崩塌面积(CA)/km2,{崩塌率(CA/TCA)/%) 坡度/() 类别总面积 (TCA)/km2 1996 2002 2005 2007 <5 36.512 0.0032,{0.09} 0.0080,{0.22} 0.0080,{0.22 0.0064,{0.18} 515 5.3344 0.0544.{1.02} 0.0656,{1.23} 0.1024.{1.92} 0.0688.{1.29} 15-30 37.8640 0.7312,1.93} 0.6320,{1.67} 0.8976,{2.37} 0.9808,{2.59} 30-40 58.2448 2.2656.(3.89} 2.3552,{4.04} 2.8672,{4.92} 2.7600.{4.73} 40~-55 78.2144 5.6224.{7.19} 6.4752,{8.28} 7.4816,(9.57} 6.8928.{8.81} >55 28.6816 4.2016,{14.65} 4.5184,{15.75} 5.8576,{20.42} 5.1744,{18.04} 表6 秀姑峦溪集水区各期间崩塌地坡度分布面积及崩塌率 Table 6 Distribution of collapse area and collapse ratio to slope classification in the Siouguluan river basin 类别总面积 崩塌面积(CA)/km2,{崩塌率(CA/TCA)/%) 坡度/( (TCA)/km2 1996 2002 2005 2007 <5 138.3072 0.0064.{0.00} 0.0128.{0.01} 0.0384.{0.03} 0.0304,{0.02} 515 74.3200 0.1280,{0.17} 0.1856,{0.25} 0.2256,{0.30} 0.2512.{0.34} 15~30 150.8160 0.9648.{0.64} 0.8784.{0.58} 1.1440.{0.76} 1.3424,{0.89} 30-40 122.8560 0.7648,{0.62 0.8624.{0.70} 1.1696,{0.95} 1.3296,{1.08} 40-55 132.9472 0.6992.{0.53} 0.8768.{0.66} 1.4352,{1.08} 1.4912,{1.12} >55 30.9072 0.2160,{0.70} 0.2320,{0.75} 0.5856,{1.89 0.5856,{1.89} 表7 寿丰溪集水区各期间崩塌地坡向分布面积及崩塌率 Table 7 Distribution of collapse area and collapse ratio to aspect classification in the Hsoufong river basin 总崩塌面积 崩塌面积(CA)/km2,{崩塌率(CA/TCA)/%} 坡向 (TCA)/km2 1996 2002 2005 2007 东北 29.4496 1.7360.{5.89} 1.8912,{6.42} 2.2336,{7.58} 2.0720.{7.04} 东 33.0208 1.7744.{5.37} 2.1168.{6.41} 2.9392.{8.90} 2.2000.{6.66} 东南 28.7840 2.1344.(7.42} 2.6448.{9.19} 3.2784.{11.39} 2.5168.{8.74} 南 24.3136 1.4528.{5.98} 1.6608.{6.83} 2.1936,{9.02} 2.0080.{8.26} 西南 23.2880 0.7360.{3.16} 0.7616,{3.27} 1.1232,{4.82} 1.0960,{4.71} 西 27.1376 1.6128.5.94} 1.5952,{5.88} 1.8608,{6.86} 2.0560,{7.58} 西北 28.9696 2.0848.{7.20} 1.9584,{6.76} 2.0288.《7.00} 2.2704,{7.84) 必 20.4224 1.3696,6.71} 1.4384,{7.04} 1.5840,{7.76} 1.6944,{8.30} 表8秀姑峦溪集水区各期间崩塌地坡向分布面积及崩塌率 Table 8 Distribution of collapse area and collapse ratio to aspect classification in the Siouguluan river basin 总崩塌面积 崩塌面积(CA)/km2,{崩塌率(CA/TCA)/%) 坡向 (TCA)/km2 1996 2002 2005 2007 东北 82.5920 0.6240.{0.76} 0.7712,{0.93} 0.7472.{0.90} 0.8160.{0.99} 东 94.1456 0.5920.{0.63 0.6976.{0.74} 0.6016.{0.64} 0.7264,{0.77} 东南 88.6464 0.7072.{0.80} 0.5440.{0.61} 0.7008.{0.79} 0.8224.{0.93} 南 61.3312 0.2784,(0.45} 0.2208.{0.36} 0.3088.{0.50} 0.4032,{0.66) 西南 59.1760 0.1280.(0.22} 0.1712,{0.28} 0.3952.{0.67} 0.4064.{0.69} 西 86.9408 0.0784.(0.09} 0.1888.{0.22} 0.5376,{0.62} 0.5232,{0.60} 西北 95.7376 0.1264.(0.13} 0.1200,{0.13} 0.6160.{0.64} 0.6848.{0.72} 北 68.7280 0.2384.{0.34} 0.3248.{0.47} 0.6800.{0.99} 0.6400.{0.93}表5 寿丰溪集水区各期间崩塌地坡度分布面积及崩塌率 Table5 Distribution of collapse area and collapse ratio to slope classification in the Hsoufong river basin 坡度/(°) 类别总面积 (TCA)/km 2 崩塌面积(CA)/km 2‚{崩塌率(CA/TCA)/%} 1996 2002 2005 2007 <5 36∙512 0∙0032‚{0∙09} 0∙0080‚{0∙22} 0∙0080‚{0∙22} 0∙0064‚{0∙18} 5~15 5∙3344 0∙0544‚{1∙02} 0∙0656‚{1∙23} 0∙1024‚{1∙92} 0∙0688‚{1∙29} 15~30 37∙8640 0∙7312‚{1∙93} 0∙6320‚{1∙67} 0∙8976‚{2∙37} 0∙9808‚{2∙59} 30~40 58∙2448 2∙2656‚{3∙89} 2∙3552‚{4∙04} 2∙8672‚{4∙92} 2∙7600‚{4∙73} 40~55 78∙2144 5∙6224‚{7∙19} 6∙4752‚{8∙28} 7∙4816‚{9∙57} 6∙8928‚{8∙81} >55 28∙6816 4∙2016‚{14∙65} 4∙5184‚{15∙75} 5∙8576‚{20∙42} 5∙1744‚{18∙04} 表6 秀姑峦溪集水区各期间崩塌地坡度分布面积及崩塌率 Table6 Distribution of collapse area and collapse ratio to slope classification in the Siouguluan river basin 坡度/(°) 类别总面积 (TCA)/km 2 崩塌面积(CA)/km 2‚{崩塌率(CA/TCA)/%} 1996 2002 2005 2007 <5 138∙3072 0∙0064‚{0∙00} 0∙0128‚{0∙01} 0∙0384‚{0∙03} 0∙0304‚{0∙02} 5~15 74∙3200 0∙1280‚{0∙17} 0∙1856‚{0∙25} 0∙2256‚{0∙30} 0∙2512‚{0∙34} 15~30 150∙8160 0∙9648‚{0∙64} 0∙8784‚{0∙58} 1∙1440‚{0∙76} 1∙3424‚{0∙89} 30~40 122∙8560 0∙7648‚{0∙62} 0∙8624‚{0∙70} 1∙1696‚{0∙95} 1∙3296‚{1∙08} 40~55 132∙9472 0∙6992‚{0∙53} 0∙8768‚{0∙66} 1∙4352‚{1∙08} 1∙4912‚{1∙12} >55 30∙9072 0∙2160‚{0∙70} 0∙2320‚{0∙75} 0∙5856‚{1∙89} 0∙5856‚{1∙89} 表7 寿丰溪集水区各期间崩塌地坡向分布面积及崩塌率 Table7 Distribution of collapse area and collapse ratio to aspect classification in the Hsoufong river basin 坡向 总崩塌面积 (TCA)/km 2 崩塌面积(CA)/km 2‚{崩塌率(CA/TCA)/%} 1996 2002 2005 2007 东北 29∙4496 1∙7360‚{5∙89} 1∙8912‚{6∙42} 2∙2336‚{7∙58} 2∙0720‚{7∙04} 东 33∙0208 1∙7744‚{5∙37} 2∙1168‚{6∙41} 2∙9392‚{8∙90} 2∙2000‚{6∙66} 东南 28∙7840 2∙1344‚{7∙42} 2∙6448‚{9∙19} 3∙2784‚{11∙39} 2∙5168‚{8∙74} 南 24∙3136 1∙4528‚{5∙98} 1∙6608‚{6∙83} 2∙1936‚{9∙02} 2∙0080‚{8∙26} 西南 23∙2880 0∙7360‚{3∙16} 0∙7616‚{3∙27} 1∙1232‚{4∙82} 1∙0960‚{4∙71} 西 27∙1376 1∙6128‚{5∙94} 1∙5952‚{5∙88} 1∙8608‚{6∙86} 2∙0560‚{7∙58} 西北 28∙9696 2∙0848‚{7∙20} 1∙9584‚{6∙76} 2∙0288‚{7∙00} 2∙2704‚{7∙84} 北 20∙4224 1∙3696‚{6∙71} 1∙4384‚{7∙04} 1∙5840‚{7∙76} 1∙6944‚{8∙30} 表8 秀姑峦溪集水区各期间崩塌地坡向分布面积及崩塌率 Table8 Distribution of collapse area and collapse ratio to aspect classification in the Siouguluan river basin 坡向 总崩塌面积 (TCA)/km 2 崩塌面积(CA)/km 2‚{崩塌率(CA/TCA)/%} 1996 2002 2005 2007 东北 82∙5920 0∙6240‚{0∙76} 0∙7712‚{0∙93} 0∙7472‚{0∙90} 0∙8160‚{0∙99} 东 94∙1456 0∙5920‚{0∙63} 0∙6976‚{0∙74} 0∙6016‚{0∙64} 0∙7264‚{0∙77} 东南 88∙6464 0∙7072‚{0∙80} 0∙5440‚{0∙61} 0∙7008‚{0∙79} 0∙8224‚{0∙93} 南 61∙3312 0∙2784‚{0∙45} 0∙2208‚{0∙36} 0∙3088‚{0∙50} 0∙4032‚{0∙66} 西南 59∙1760 0∙1280‚{0∙22} 0∙1712‚{0∙28} 0∙3952‚{0∙67} 0∙4064‚{0∙69} 西 86∙9408 0∙0784‚{0∙09} 0∙1888‚{0∙22} 0∙5376‚{0∙62} 0∙5232‚{0∙60} 西北 95∙7376 0∙1264‚{0∙13} 0∙1200‚{0∙13} 0∙6160‚{0∙64} 0∙6848‚{0∙72} 北 68∙7280 0∙2384‚{0∙34} 0∙3248‚{0∙47} 0∙6800‚{0∙99} 0∙6400‚{0∙93} 第12期 吴守从等: 应用遥测技术探讨台湾花莲地区土砂灾害集水区崩塌地的变迁 ·1509·
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