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By combining the calculated susceptibility value and vulnerability value (Fig. 1), a hazard class is given for a target expressway section.
If the measured rainfall datasets do not correspond to all three cases of accumulated rainfall datasets, the target expressway section is considered as safe from debris-flow hazard.
Based on this platform and network integration between each expressway section, expressways in Chongqing have achieved regional linkage and network monitoring on multiple sections, and achieved the monitoring and management of the entire expressway network [99].
The report mainly introduces the achievements of the chapter of basic expressway section in CHCM, which include the new speed – volume relationship of freeway, and the level of service index and classification, and vehicle classification and equivalent coefficients as well as capacity analysis procedure and method.
The expressway section bypasses Romeo to its east, passing between the city and the Romeo State Airport.
Another expressway section of US 41 was denoted along US 2/US 41 between Gladstone and Rapid River in 1972.
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Finally, the method was applied and verified on three expressway sections in Korea.
The vulnerability value indicates whether a debris flow will actually damage or have an impact on expressway sections.
The reclassified AWS datasets for rainfall criteria (1, 6 h, and 3 day accumulated rainfall) are linked to the grouped expressway sections using the system database.
Moreover, as seen in Fig. 3, many of the expressway sections that did not exist before were added after the 2011 catastrophe.
In this study, a GIS-based framework of real-time debris-flow hazard assessment for expressway sections is proposed based on the KEC debris-flow hazard assessment method.
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