Abstract:Abstract-The retrieval of flooding levels with high-resolution (HR) synthetic aperture radar (SAR) images is presented in this paper. A new framework is proposed. It is based on the inversion of theoretical scattering models initially developed for nonflooded urban areas and here adapted to the flooding case. Starting from the theory, two possible retrieval approaches have been developed and are the main topic of this paper: two possible retrieval approaches have been developed and are the main topic of this p… Show more
“…In the flowchart, both the extraction of the building's double-backscatter contribution and the estimation of the building's height rely on the urban backscattering model given in the previous section. Moreover, the same values for the roughness and dielectric properties of the ground and the building's wall materials measured in situ in [6] were used here, thanks to the fact that the flood level estimation was performed on the same dataset.…”
Section: Methodsmentioning
confidence: 99%
“…where the two variables relevant to this study are: The formula in (1) was inverted in [9] to estimate the height of a building from the intensity of its double-bounce contribution on the SAR image, by assuming that the dielectric and roughness properties of the scene materials were given or had been measured a priori. The same rationale was applied in [6] to evaluate, this time, the flood depth on SAR images, by considering the soil flooded and changing its physical and electrical properties in (2) accordingly. The strength of this method lies in the fact that only a single SAR image is needed for the estimation of the building's height, without the necessity for any additional ancillary data.…”
Section: Urban Backscattering Modelmentioning
confidence: 99%
“…Ultimately, the water level was calculated, straightforwardly, as the absolute difference between the building heights in normal and flooded conditions [6].…”
Section: Estimation Of the Local Flood Depthmentioning
confidence: 99%
“…In this paper, the principal objective is to improve the work done in [6] by semi-automating the retrieval of the double-bounce contribution of a given building from the SAR image, before the subsequent estimation of the water level in its vicinity. The need for automation is motivated by the fact that automated inundation detection methods outperform the cumbersome and subjective manual flood mapping performed by human experts, especially in the aspect of the mapping speed [7], which is crucial to allow the civil protection authorities to react promptly with the adequate relief efforts.…”
In the context of a flooding, a clear cloud-free SAR (Synthetic Aperture Radar) image proves mainly useful to retrieve flood features that can provide an extensive understanding of the disaster. Among these features, extremely important is the water depth on which this paper will focus by looking for a semi-automated algorithm for its estimation in the neighborhood of a given building from a pair of SAR images.In this study, two SAR images acquired during dry and flooded conditions are necessary, as well as a DSM (Digital Surface Model) to give an a priori knowledge of the height of the building and its footprint. The whole process is divided into two main parts: First, an extraction of the building's double-bounce contribution using Genetic Algorithms, then the computation of the inundated building's height, to eventually evaluate the water level locally in the neighborhood of this building.Thanks to the semi-automation of the double-reflection line retrieval, the execution time of the whole process was reduced from a few minutes (time to manually delineate the double-bounce line) to a few seconds, while keeping an error in the estimated flood depth in the order of a few decimeters (35cm on average).
“…In the flowchart, both the extraction of the building's double-backscatter contribution and the estimation of the building's height rely on the urban backscattering model given in the previous section. Moreover, the same values for the roughness and dielectric properties of the ground and the building's wall materials measured in situ in [6] were used here, thanks to the fact that the flood level estimation was performed on the same dataset.…”
Section: Methodsmentioning
confidence: 99%
“…where the two variables relevant to this study are: The formula in (1) was inverted in [9] to estimate the height of a building from the intensity of its double-bounce contribution on the SAR image, by assuming that the dielectric and roughness properties of the scene materials were given or had been measured a priori. The same rationale was applied in [6] to evaluate, this time, the flood depth on SAR images, by considering the soil flooded and changing its physical and electrical properties in (2) accordingly. The strength of this method lies in the fact that only a single SAR image is needed for the estimation of the building's height, without the necessity for any additional ancillary data.…”
Section: Urban Backscattering Modelmentioning
confidence: 99%
“…Ultimately, the water level was calculated, straightforwardly, as the absolute difference between the building heights in normal and flooded conditions [6].…”
Section: Estimation Of the Local Flood Depthmentioning
confidence: 99%
“…In this paper, the principal objective is to improve the work done in [6] by semi-automating the retrieval of the double-bounce contribution of a given building from the SAR image, before the subsequent estimation of the water level in its vicinity. The need for automation is motivated by the fact that automated inundation detection methods outperform the cumbersome and subjective manual flood mapping performed by human experts, especially in the aspect of the mapping speed [7], which is crucial to allow the civil protection authorities to react promptly with the adequate relief efforts.…”
In the context of a flooding, a clear cloud-free SAR (Synthetic Aperture Radar) image proves mainly useful to retrieve flood features that can provide an extensive understanding of the disaster. Among these features, extremely important is the water depth on which this paper will focus by looking for a semi-automated algorithm for its estimation in the neighborhood of a given building from a pair of SAR images.In this study, two SAR images acquired during dry and flooded conditions are necessary, as well as a DSM (Digital Surface Model) to give an a priori knowledge of the height of the building and its footprint. The whole process is divided into two main parts: First, an extraction of the building's double-bounce contribution using Genetic Algorithms, then the computation of the inundated building's height, to eventually evaluate the water level locally in the neighborhood of this building.Thanks to the semi-automation of the double-reflection line retrieval, the execution time of the whole process was reduced from a few minutes (time to manually delineate the double-bounce line) to a few seconds, while keeping an error in the estimated flood depth in the order of a few decimeters (35cm on average).
“…Water level measurements can then be used to improve hydraulic modeling of rivers to support flood risk mitigation plans. Only few studies have aimed at estimating water depth from flood data acquired during the flood event itself (e.g., [28,29]), while flood-level is often retrieved using remote-sensing data in the aftermath of the event for post-event flood simulations (e.g., [30,31]). …”
Unmanned Aerial Vehicles (UAVs) are now filling in the gaps between spaceborne and ground-based observations and enhancing the spatial resolution and temporal coverage of data acquisition. In the realm of hydrological observations, UAVs play a key role in quantitatively characterizing the surface flow, allowing for remotely accessing the water body of interest. In this paper, we propose a technology that uses a sensing platform encompassing a drone and a camera to determine the water level. The images acquired by means of the sensing platform are then analyzed using the Canny method to detect the edges of water level and of Ground Control Points (GCPs) used as reference points. The water level is then retrieved from images and compared to a benchmark value obtained by a traditional device. The method is tested at four locations in an artificial lake in central Italy. Results are encouraging, as the overall mean error between estimated and true water level values is around 0.05 m. This technology is well suited to improve hydraulic modeling and thus provides reliable support to flood mitigation strategies.
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