首页> 外文会议>Asian conference on remote sensing;ACRS 2007 >IMPLEMENTATION OF HIGH RESOLUTION SATELLTE IMAGES FOR AGRICULTURAL LANDUSES MAPPING AND PLANNING OF RETENTION POND IN THAILAND: YOM RIVER BASIN, SUKHOTHAI
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IMPLEMENTATION OF HIGH RESOLUTION SATELLTE IMAGES FOR AGRICULTURAL LANDUSES MAPPING AND PLANNING OF RETENTION POND IN THAILAND: YOM RIVER BASIN, SUKHOTHAI

机译:高分辨率卫星图像在泰国农业土地利用制图和留守池塘规划中的实现:素可泰YOM RIVER盆地

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The case study of Yom River Basin are located at Sukhothai province, where is coverage by 4,596 sq.km (square kilometers) which estimated to 99.7% of the provincial area. It estimate to only 26.9% of the whole area of the Yom Basin. The Yom River Basin is located in the lower northern region of Thailand with 23,616 sq.km or about 4.6% of the basin. Yom is a main river with the total length of 735 km and flow throughout the basin via several provinces including Sukhothai, it via Sukhothai 170 km. The mean annual rainfall of 1,195 mm and the river flow of 3,657 million cubic meters (MCM) was produced from the basin via Sukhothai were reported. However, there were not any large reservoirs in the upstream as in many large river basins yet. Therefore, flood problem caused by heavy rainfall and overflow from the Yom River in lately of rainy season at the floodplain area had occurred year-by-year. Efficiency flood management in Sukhothai Province was studied; the delineation of existing farmlands and flood extents with each return period of flood event should be carried out by using of existing aerial maps and satellite images. A case study in lowland floodplain of the lower Yom River Basin namely Thung-Thaleluang are located at Muang District in Sukhothai Province. The commanded area of 25 sq.km was chosen to study for flood extent and its impacts. The cases including before and after the construction of the retention pond were simulated by using hydrodynamic model. The application of IKONOS high resolution satellite images were used to identify agricultural farmlands mapping and flood delineation in 2005 in order to produce flood area and depth data as for the boundary and initial condition in floodplain model. The results from the model showed that flood depths will be reduced to 0.20-0.40 m from previous flood peak level. These prevent to flooding about 20% to the agricultural farmlands in Sukothai with shorter retention pond were done with the capacity of 32 million cubic meters combined to a diversion channel inundated period, if the construction of the by the discharge of 86,400 cubic meters per day.
机译:Yom流域的案例研究位于素可泰省,覆盖面积为4,596平方公里(平方公里),估计占全省面积的99.7%。它估计仅占Yom盆地总面积的26.9%。尤姆河流域位于泰国的北部地区,面积为23,616平方公里,约占流域的4.6%。赎罪日是一条主要河流,全长735公里,流经包括素可泰在内的多个省份,流经素可泰170公里,流经整个盆地。据报道,该流域通过素可泰产生了1,195毫米的年平均降雨量和36.57亿立方米的河流流量。但是,上游没有像许多大型流域那样的大型水库。因此,洪水泛滥区的雨季后期雨季后期,因暴雨和赎罪日溢流造成的洪水问题逐年发生。研究了素可泰府的效率洪水管理;应当使用现有的航图和卫星图像对每个洪灾事件重现期划定现有农田和洪水范围。以尤姆河下游流域低地洪泛区为例,Thung-Thaleluang位于素可泰府Muang区。选择25平方公里的命令区域来研究洪水的范围及其影响。利用水动力模型模拟了保留池建设前后的案例。为了获得洪泛区模型的边界和初始条件,2005年利用IKONOS高分辨率卫星图像的应用来识别农业耕地图和洪水的轮廓,以产生洪水面积和深度数据。该模型的结果表明,洪水深度将从先前的洪水峰值降低到0.20-0.40 m。如果每天建造的排水量为86,400立方米,这些措施可防止将大约20%的水淹入Sukothai的农业用地,而保留池塘较短,则可将3200万立方米的水量与导流渠的淹没期相结合。

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