FIGURE 2.10 City and data extents along with raw and processed data and polynomial trend visualizations for Tulsa, Oklahoma for 2008: (a) reference map, (b) 1 m lidar first‐return DHM, (c) 1 km radar DSM, (d) 1 km aggregated lidar data (buildings only), (e) radar trend surface, and (f) lidar trend surface.
Importantly on a global scale, DSM has been used extensively in scientific research in both 2D and 3D for a diverse array of cities. For example, DSM analyses together with demographic data showed a positive relationship with ambient population distribution patterns in Bogotá in Colombia, Dhaka in Bangladesh, Guangzhou in China, and Quito in Ecuador (Nghiem et al. 2009). DSM urban observation products from satellites have been used to measure quantitatively the fourfold increase in urban extent of Beijing (Jacobson et al. 2015; Sorichetta et al. 2020), assess policy efficacy (i.e. clean air for the 2008 Olympics; Sorichetta et al. 2020), quantify changes in Beijing and Shanghai that have led to urban development policy (Nghiem 2015; Sorichetta et al. 2020), evaluate groundwater contamination in Italian cities (Masetti et al. 2015; Stevenazzi et al. 2015), estimate groundwater vulnerability in various future scenarios (Stevenazzi et al. 2017), and capture a real‐estate boom in Almaty (Groisman et al. 2017). Jacobson et al. (2019), using DSM urban data products as input to the Gas, Aerosol, Transport, Radiation, General Circulation, Mesoscale, and Ocean Model (GATOR‐GCMOM), found substantial impacts of urbanization on short‐term weather and pollution in two contrasting megacities of Los Angeles in the United States and New Delhi in India. In the Greater Saigon, Balk et al. (2019) paired census data with DSM and other built‐up layers finding that key indicators of economic development were more positively associated with volumetric changes in urban 3D patterns as detected by DSM than with 2D lateral expansion occurring on the urban periphery. DSM results revealed the formation of an extensive mega urban agglomeration along the Yangtze River and its vicinity consisting of Shanghai, Minhang, Baoshan, Jiading, Kunshan, Suzhou, Changshu, Wuxi, Nantong, Zhangjiagang, Jiangyin, Changzhou, Taizhou, Yangzhou, Nanjing, Ma'anshan, Wuhu, etc., along a swath extending over 450 km from the Pacific coast inland (Nghiem 2015). Over the Po Plain region in Italy, DSM was found to be more efficient than aerial surveys and census data for assessing groundwater vulnerability to pollution (Masetti et al. 2015). In sum, these works attest to the value of the DSM approach in application to urban analyses. The DSM is, therefore, capable of monitoring both small and large cities with differing building characteristics and built‐up patterns under diverse socio‐economic conditions as well as a variety of countries and continents under diverse geophysical conditions (e.g. deltas, valleys, mountains, tropics, deserts, coastal and inland regions, etc.) and climatic regions.
FIGURE 2.11 City and data extents along with raw and processed data and polynomial trend visualizations for San Antonio, Texas, for 2003: (a) reference map, (b) 1 m lidar last‐return DHM, (c) 1 km radar DSM, (d) 1 km aggregated lidar data (buildings only), (e) radar trend surface, and (f) lidar trend surface.
2.4.2.2 Synthetic Aperture Radar (SAR)
While DSM results are applicable to numerous urban issues at the scale of 1 km, other studies require higher spatial resolution in the range of 10–100 m to identify and delineate local features such as detection of buildings along roadsides, in small villages, and on small islands. In this regard, X‐band SAR data such as the current CSK, TerraSAR‐X (TSX) and TDX, and the future LOTUSat‐1 (LS1) and LOTUSat‐2 (LS2) platforms will serve to increase spatial and temporal resolutions of the data with more frequent observations when multiple SAR datasets are used synergistically.
Here, we describe our theoretical approach for remote sensing of 3D urban building volume using satellite SAR data. The advancement here is that this new method can overcome and thus circumvent the limitation of Interferometric Synthetic Aperture Radar (InSAR) to determine building height as InSAR suffers from the overlay problem because buildings are typically constructed vertically (90° slope).
Consider a targeted area A in a high‐resolution SAR measurement with the geometry of the incidence field transmitted toward A and scatter field received from A with receivers at location a and as illustrated in Figure 2.12. For fully polarimetric interferometry measurement of A, the SAR covariance matrix C χ is defined with the second‐rank tensor (see Eq. (2.4)):
where each element χ is a bistatic polarimetric scattering coefficient, with the horizontal (h) or vertical (v) polarization of the incidence and scattered fields E, is given by the relation:
FIGURE 2.12 Geometry of incidence and scattered fields.
In Eq. (2.5), r is the distance between A and the receiver at location a or b; subscript i is for incidence field and s for scattered field; polarization μ , ν , τ , κ = h, v; and the asterisk indicates the complex conjugate. In the limit of a → b when the receivers are collocated, the bistatic scattering coefficient χ μντκ becomes polarimetric backscatter σ μντκ (Nghiem and van Zyl 1997). Per the definition by Eqs. (2.1) and (2.2), the vertical co‐polarized backscatter is σ vvvv = VV, the horizontal co‐polarized backscatter is σ hhhh = HH, and the cross‐polarized backscatter σ vhvh = VH, σ hvhv = HV, and σ vvvh is the polarimetric complex backscatter vvvh = vv × vh*. These terms can be obtained from Level‐1 single‐look complex data products from CSK, TSX, TDX, Sentinel SAR (STN), etc.
In the urban environment, radar backscatter is dependent on human‐made structures (e.g. strong backscatter for more