卷积神经网络与遥感数据在洪水范围预测中的应用

C. Nguyen, C. W. Tan, E. Daly, Valentine Pauwels
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摘要

从水动力模型观测和解释洪水预报为连通性分析提供了最可靠的结果。然而,由于其校准、计算和验证过程的复杂性,特别是在将其应用于时空数据稀缺的大型和偏远流域时,基于物理的模型的应用受到限制。深度学习(DL),特别是卷积神经网络(cnn),是水动力学建模的一个有吸引力的替代方案。深度学习模型可以使用来自遥感数据的训练数据来产生具有较高精度的结果。利用遥感数据建立DL模型可以避免建立水动力模型的复杂过程,该过程非常昂贵和耗时,特别是对于偏远的集水区。我们提出了一种方法来操纵CNN模型,使用来自DEA Water Observation (https://www.dea.ga.gov.au/products/dea-water-observations)和Sentinel-2图像的训练数据来产生洪水范围的每日时间序列。位于澳大利亚新南威尔士州Condamine-Balonne河漫滩的Narran河集水区北部是这种方法的展示。使用一维(1D) CNN(仅使用流量数据)和二维(2D) CNN(使用流量数据和数字高程模型或洪水发生图)。总的来说,在1987年12月20日至2020年12月31日的21次洪水事件中,对于DEA Water Observation和Sentinel-2图像,有440张图像用于训练,127张图像用于测试。我们对两种CNN结构进行了详细的比较。1D CNN和2D U-Net模型的结果与卫星图像相当,命中率分别为0.853和0.873。1D CNN结构简单,只需要放电作为输入,从而缩短了计算时间。二维CNN模型允许在训练中结合二维地理数据和空间气候数据(如降水)。因此,二维CNN模型对洪水范围的预测效果较好。从遥感图像中为CNN模型准备训练数据集比为水动力模型准备输入所需的资源更少。不需要水深数据,初始和边界条件,除了测量的流量数据
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Applications of convolutional neural networks and remote sensing data to predict flood extents
: Observing and interpreting the flood predictions from a hydrodynamic model provides the most reliable results for connectivity analysis. However, the application of physically-based models is limited due to the complexity of their calibration, computation, and validation processes, especially when applying them to large and remote catchments with scarce temporal and spatial data. Deep learning (DL), especially Convolutional Neural Networks (CNNs), is an attractive alternative to hydrodynamic modelling. DL models can use the training data from remote sensing data to produce the results with comparably high accuracy. The DL models using remote sensing data can avoid the complicated process of setting up a hydrodynamic model, which is extremely expensive and time-consuming, especially for remote catchments. We propose an approach to manipulate the CNN models to produce a daily time series of flood extents using training data from the DEA Water Observation (https://www.dea.ga.gov.au/products/dea-water-observations) and Sentinel-2 images. The northern part of the Narran River catchment, located in the Condamine-Balonne River floodplain in New South Wales, Australia, is the showcase for this method. One-dimensional (1D) CNN (using only discharge data) and two-dimensional (2D) CNN (using discharge data and either a Digital Elevation Model or a Flood Occurrence Map) are applied. In total, for both DEA Water Observation and Sentinel-2 images, there are 440 images for training and 127 images for testing, in 21 flood events from 20/12/1987 to 31/12/2020. We conduct a detailed comparison between the two CNN structures. The 1D CNN and 2D U-Net models yielded results comparable to the satellite images with Hit Rate values of 0.853 and 0.873, respectively. The 1D CNN structure is straightforward and only requires the discharge as an input, leading to shorter computational times. The 2D CNN models allow the combination of the 2D geographic data and the spatial climate data (e.g., precipitation) in training. Therefore, the 2D CNN models result in a better prediction of flood extents. Preparing training datasets from remote sensing images for the CNN models requires fewer resources than preparing inputs for a hydrodynamic model. No bathymetric data, initial and boundary conditions are required except for the gauged flow data at the
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