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FLOOD MONITORING IN GREATER COLOMBO RIVER BASIN USING HEC-RAS FLOODPLAIN ANALYSIS

机译:应用HEC-RAS洪水场分析法监测大哥伦布河盆地的洪水

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Study aims to monitor flood by analyzing floodplains for flood discharge of different return periods, using one-dimensional hydraulic model. This will discuss the capability of GIS approach, incorporate with HEC-RAS for analyzing flood extents. Extracting dynamic flooding information and mapping flooded area accurately, made the main objective of monitoring floods and assess the damages accomplished. Methodology is applied to the canal network in Greater Colombo river basin. A digital terrain model is synthesized from measured bathymetric and Photogrammetric data. Watersheds are delineated using hydrological function in ArcGIS & flood dischargers for different return periods are derived by the rational equation. Then water surface profiles are calculated for considered return periods (2, 5, 10, 25 &50). Finally, Results of the hydrological analysis are applied to monitor flood by developing raster and vector floodplains. Inundated areas are monitored using selected factors such as, Flood Depths, Affected Buildings, Inundated Roads, Crop Lands submerged and number of Schools affected. Flood depths of each floodplain are found by subtracting flood levels from area heights average. When consider the affected buildings, floodplain of Kotte Swamp is the most vulnerable. 497 buildings are affected in 2-year probable flood while 948 in 50-year probable flood. The highest Road inundation is in Parliament Lake area. Local roads, length in 2258.52m are flooded in 2-year probable flood while 9215.4m in 50-year flood. Meanwhile, the largest extent of Paddy lands drowned, also in Parliament Lake floodplain (6.59ha in 2-year flood while 34.42ha in 10 year flood) compare only to the Kolonnawa Canal (0.04ha in 2year flood while 0.09ha in 10 year flood) floodplain, as no other floodplains with flooded Paddy. Three affected schools identified only in St. Sebestian Canal, Kirillapone Canal and Mahawatta Canal floodplains, when water level rises in 25 and 50 year probable floods.
机译:该研究旨在使用一维水力模型,通过分析漫滩不同回水期的洪水流量来监控洪水。这将讨论GIS方法的功能,并与HEC-RAS结合使用以分析洪水范围。提取动态洪水信息并准确绘制洪水区域,是监测洪水和评估已造成破坏的主要目标。方法论已应用于大科伦坡河流域的运河网络。数字地形模型是根据测得的测深和摄影测量数据合成的。利用ArcGIS中的水文功能来描述流域,并通过有理方程推导出不同的回水期。然后针对考虑的回水期(2、5、10、25和50)计算水面轮廓。最后,通过开发栅格和矢量洪泛区,将水文分析结果应用于洪水监测。使用选定的因素(例如洪水深度,受影响的建筑物,淹没的道路,被淹没的农田和受影响的学校数量)来监控淹没区域。通过从区域平均高度中减去洪水位,可以找到每个洪泛区的洪水深度。考虑受影响的建筑物时,科特沼泽的洪泛区是最脆弱的地区。 2年可能发生的洪水影响了497栋建筑物,而50年可能发生的洪水影响了948栋建筑物。道路浸水最多的是国会湖地区。 2年可能发生的洪水淹没了长度为2258.52m的本地道路,而50年发生的洪水则淹没了9215.4m。同时,在帕迪湖地区淹死的土地最多,在议会湖洪泛区(2年洪水中为6.59公顷,而10年洪水中为34.42公顷)仅与科隆纳瓦运河(2年洪水中为0.04公顷,而10年洪水中为0.09公顷)相比被淹)洪泛区,就像没有其他洪泛区淹没稻田一样。当水位在25年和50年可能的洪水中上升时,只有圣塞贝斯运河,基里拉蓬运河和马哈瓦塔运河洪泛区中发现了三所受影响的学校。

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