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CALIBRATION OF WATERSHED LAG TIME EQUATION FOR PHILIPPINE HYDROLOGY USING RADARSAT DIGITAL ELEVATION MODEL

机译:雷达数码升降模型临防水研处流域滞后时间方程的校准

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Widespread flooding is a major problem in the Philippines. The country experiences heavy amount of rainfall throughout the year and several areas are prone to flood hazards because of its unique topography. Human casualties and destruction of infrastructure are some of the damages caused by flooding and the Philippine government has undertaken various efforts to mitigate these hazards. One of the solutions was to create flood hazard maps of different floodplains and use them to predict the possible catastrophic results of different rain scenarios. To produce these maps with accurate output, different input parameters were needed and one of those is calculating hydrological components from topographical data. This paper presents how a calibrated lag time equation was obtained using measurable catchment parameters. Lag time is an essential input in flood mapping and is defined as the duration between the peak rainfall and peak discharge of the watershed. The lag time equation involves measurable parameters, namely, watershed length and watershed slope, which were both available from RADARSAT Digital Elevation Models (DEM). The equation also involves the maximum potential retention of the soil derived from its curve number which was processed from the Philippine Curve Number Map. This approach was based on a similar method developed by CH2M Hill and Horritt for Taiwan, which has a similar set of meteorological and hydrological parameters with the Philippines. Rainfall data from fourteen water level sensors covering 67 storms from all the regions in the country were used to measure actual lag time values. The measured lag time values were plotted against the calculated values obtained from the Natural Resource Conservation Management handbook lag time equation. Regression analysis was used to obtain the final calibrated equation that would be used to calculate the lag time specifically for rivers in the Philippines. The calculated lag time values could then be used as a parameter for modeling different flood scenarios in the country.
机译:广泛的洪水是菲律宾的一个主要问题。该国全年经历大量的降雨,并且由于其独特的地形,几个地区易于洪水危害。人类伤亡和基础设施的破坏是洪水造成的一些损害,而菲律宾政府正在采取各种努力减轻这些危害。其中一个解决方案是创造不同洪泛平坦的洪水危险地图,并使用它们来预测不同雨道情景的可能灾难性结果。为了通过精确输出生产这些地图,需要不同的输入参数,其中一个是从地形数据计算水文组分。本文介绍了如何使用可测量的集距参数获得校准的滞后时间方程。滞后时间是洪水映射的必要输入,被定义为流域的峰值降雨和峰值排放之间的持续时间。滞后时间方程涉及可测量的参数,即流域的长度和流域斜率,这些斜率均可从Radarsat数字高度模型(DEM)获得。该等式还涉及从菲律宾曲线数图处理的曲线数衍生的土壤的最大潜在保留。这种方法是基于由CH2M Hill和Roorit为台湾开发的类似方法,这与菲律宾具有类似的气象和水文参数。来自四四水位传感器的降雨数据来自该国所有地区的67个风暴,用于测量实际的滞后时间值。绘制测量的滞后时间值针对从自然资源守恒管理手册滞后时间方程获得的计算值绘制。回归分析用于获得最终校准的等式,用于计算菲律宾中的河流的滞后时间。然后,计算出的滞后时间值可以用作建模该国不同洪水场景的参数。

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