Flood vulnerability assessment is an important means to cope with urban flood disasters. However, urban population mobility and land-use changes bring significant uncertainty to vulnerability assessments. In order to respond to the refined and dynamic needs of urban flood disaster prevention and control, a multi-scale and multi-categorized urban flood dynamic vulnerability assessment framework that considers real-time population changes was proposed in this study. The framework used the comprehensive function of exposure, sensitivity, and coping ability under population dynamic changes to characterize urban flood dynamic vulnerability, and constructed urban flood disaster vulnerability assessment models at both grid and regional scales. The results show that population mobility has a significant impact on the vulnerability of urban flood disasters. The vulnerability of flood disasters in Zhengzhou City is highest at 8:00 and 18:00, and high-vulnerability areas are mainly concentrated in residential areas in the central part of the city and main transportation channels. From 10:00 to 15:00, the high-vulnerability areas migrate to public service areas in the eastern part of Zhengzhou City. In the evening, the vulnerability degree of flood disasters is relatively low. The research results can provide a theoretical basis for urban flood managers to prevent and control flood disasters.

  • Proposed a dynamic vulnerability assessment framework considering real-time population.

  • Population mobility has a significant impact on the vulnerability of urban floods.

  • The highest vulnerability in Zhengzhou City was at 8:00 and 18:00.

  • High-vulnerability areas are mainly concentrated in residences and main transportation channels.

  • From 10:00 to 15:00, the high-vulnerability areas migrate to the eastern areas of Zhengzhou City.

Under the influence of global climate change and urbanization, flood disasters caused by extreme weather events have become more frequent (Mukherjee et al. 2022). Flooding disasters have caused loss of life, damage to houses and businesses, and disruption of critical infrastructure systems, which have had a serious impact on urban socio-economic activities. In China alone, over a hundred cities have experienced urban flooding every year since 2006, resulting in losses exceeding 100 billion yuan due to flooding disasters (Jiang et al. 2018; Robinson et al. 2023). On July 21, 2021, severe urban waterlogging occurred in Zhengzhou, China, resulting in 392 deaths and $5.71 billion in economic losses (Zhou et al. 2022, 2023). Therefore, how to achieve refined management of flood disasters and alleviate their adverse effects has become an important subject in urban disaster prevention and reduction work.

Flood vulnerability assessment is an important tool for mitigating floods (Salah & Soufiane 2023), which can provide an important basis for flood management personnel to understand the spatial distribution characteristics of flood disaster vulnerability and strive to reduce expected extreme event losses (Nasiri et al. 2016). Following the IPCC's (Intergovernmental Panel on Climate Change) vulnerability framework (Chang et al. 2021; Thornes 2002), which separately considers exposure, sensitivity, and adaptive capacity, many studies have conducted flood vulnerability assessments at national, regional, and urban scales. Erena & Worku (2019) evaluated 24 indicators that affect flood vulnerability levels from social, economic, and physical perspectives. Based on sampling survey data, they used the flood vulnerability index (FVI) method to evaluate the vulnerability levels of 110 villages in Dire Dawa City. Nasiri et al. (2019) proposed a district-level FVI from economic, environmental, and physical components, and selected 10 indicators to analyze which district of Kuala Lumpur is more susceptible to flood disasters. Han et al. (2020) found a strong correlation between the edge-expanding types of development and flood. Salazar-Briones et al. (2020) developed a vulnerability assessment framework that considered social, economic, and physical indicators. This framework integrated government statistical data on social and economic components and assessed the spatial distribution of vulnerability in 329 urban constituent units of México.

Although these studies considered multiple indicators to evaluate the vulnerability of urban flood disasters, they did not fully examine the impact of different building types on urban flood vulnerability. Buildings are the main body carrying out urban flood disasters, and there are significant differences in the functions, values, and population density of different types of buildings (Lv et al. 2021). For example, in the context of the same level of flood disasters, residents may suffer more severe flood disasters due to the higher exposure of a large population to flood disasters. In fact, there is little evaluation of different types of buildings (residence, industry, agriculture, commerce, public service). In addition, most of these studies calculate the vulnerability of urban flood disasters on a single scale (Afsari et al. 2023; Choe et al. 2023; Machairas & van de Ven 2023). However, due to the different focuses of urban flood vulnerability assessment at different scales, there may be certain differences in vulnerability assessment results. The vulnerability of flood disasters at the administrative district scale (regional scale) reflects the overall characteristics of flood disasters in each region, which can provide a basis for overall disaster prevention and reduction in administrative districts (Nasiri et al. 2019). However, it ignores the disaster vulnerability characteristics within different constituent units. The flood vulnerability at the constituent unit scale (grid scale) can clarify the spatial distribution characteristics of each bearing body and provide an important basis for refined urban flood prevention (Erena & Worku 2019). However, the flood vulnerability analysis at the grid scale ignored the impact of regional hydrological and hydraulic connections, and it is difficult to directly reflect the overall flood disaster vulnerability of each region, which may pose challenges to urban flood joint prevention and control. Therefore, this study attempts to explore a comprehensive calculation method for urban flood vulnerability at different scales and building types, which is one of the innovations of this study.

In addition, previous studies have shown that the impact of real-time population changes on urban flood disasters may be significant. Zhu et al. (2023) demonstrated that the physical vulnerability of pedestrians is closely related to flood events through experiments. Dong et al. (2022) analyzed the changes in hazard degrees of people at nine measurement locations by simulating the process of urban flooding. The results showed that the hazard degrees of people increased sharply after 16:30 pm (the maximum hazard degree occurred at 16:56 pm), which demonstrated that there are differences in the hazard degrees of people in flood disasters at different times. Ritter et al. (2021) found that flooding increased as population density increased. The safety of affected populations should be a top priority to be protected. Therefore, the vulnerability assessment of flood disasters should consider real-time changes in the population of different constituent units. However, most research has not fully examined the impact of real-time population changes on urban flood vulnerability. Most previous flood vulnerability studies have examined the impact of annual population density (Ritter et al. 2021) on flood vulnerability. The urban function and socio-economic attributes determined the significant mobility of the population within different constituent units (Robinson et al. 2023), and real-time change in population may lead to significant changes in flood vulnerability.

Given the above considerations, this study attempts to propose a multi-scale and multi-categorized urban flood dynamic vulnerability assessment method that considers real-time population changes. Firstly, the real-time population thermal data were used to analyze the dynamic changes in the population of various carriers at different times. Based on this, the flood vulnerability assessment framework was established for grid and regional scales. The characteristics of vulnerability changes in residence, industry, agriculture, commerce, public service, and road were quantified.

Study area and data

The urban area of Zhengzhou City, covering over 1,000 km2, was selected for this study (Figure 1). The average annual precipitation in the city was 639.5 mm. However, the distribution of precipitation is uneven within the year. The precipitation during the flood season (June to September) accounted for about 60% of the annual precipitation, resulting in Zhengzhou City being more prone to flood disasters during the flood season (Zhou et al. 2023). In addition, the urbanization construction speed in Zhengzhou City has been relatively fast in recent years. As of 2022, the urbanization rate of Zhengzhou City has exceeded 80%. The rapid urbanization construction has changed urban hydrological conditions, shortened the process of runoff generation and concentration, increased surface interception, and increased the risk of flood disasters. From 2019 to 2021, serious flood disasters occurred every year in Zhengzhou City, causing significant property losses and casualties. Flood disasters have become a prominent bottleneck affecting the sustainable and healthy development of Zhengzhou City. Therefore, effectively assessing the vulnerability characteristics of flood disasters under the dynamic distribution of the population is of great significance for urban management personnel to respond in advance and reduce flood disaster losses.
Figure 1

The location of Zhengzhou City.

Figure 1

The location of Zhengzhou City.

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Twenty-six indicators were selected to evaluate the evolution characteristics of urban flood disaster vulnerability under real-time population changes. Among them, population density, distance from the river network, land-use type (residence, road, public service, commerce, industry, agriculture, green land, body of water, bare land), distance from the flood control center, distance from medical rescue points, distance from fire rescue points, and distance from the shelter were used for grid-scale flood vulnerability assessment. Population density, river network density, the proportion of different land-use types, drainage network density, and total distance to the emergency centers were used for regional scale flood vulnerability assessment. The sources and detailed descriptions of each indicator data were as follows.

Land-use data including the distribution and regional proportion of land-use types. The proportion of each land-use type refers to the proportion of one land-use type's area to the regional area in each administrative region (Supplementary Material 1). Land-use data were obtained by extracting the 0.5 m high spatial resolution map of the Pleiades Satellite in May 2018.

River network data including river network density and distance from the river network. River network density was calculated using the density analysis tools of geographic information systems (GIS). Distance from the river network referred to the distance between the constituent unit and the river network, which was calculated using distance analysis tools of GIS.

Drainage network density: The density of the rainwater drainage network reflected the drainage capacity of the administrative area, which was calculated using the density analysis tool of GIS.

The population density data were obtained by crawling Baidu's real-time thermal map, which collected hourly population thermal data from April 10th to 14th, 2023. Six typical time periods were selected to analyze population dynamics and migration, namely 0:00, 8:00, 10:00, 12:00, 15:00, and 18:00.

Distance from emergency center including distance from flood control centers, distance from medical rescue points, distance from fire rescues, and distance from shelters. The distribution of flood control centers, hospitals, and fire stations was derived from the Point of Interest (POI) data of Baidu Maps in 2019, and the data of shelters were derived from the location of emergency shelters released by the Zhengzhou Emergency Management Center. These indicators were calculated using distance analysis tools of GIS.

In order to eliminate the impact of dimension on vulnerability assessment, the Z-score method was used to standardize the original data of all indicators. Specifically, by calculating the mean value and variance of the m-th indicator, the standardized results of each indicator were obtained.
(1)
(2)
(3)
where v refers to the number of indicators and q refers to the number of samples for each indicator.

The multi-scale dynamics vulnerability model for urban flood disasters

With the dynamic changes in the population, the vulnerability of urban flood disasters was a dynamic process. The migration of population at different times may lead to significant changes in the vulnerability. The vulnerability of urban flood disasters includes the exposure characteristics of bearing bodies in flood disasters, the sensitivity characteristics of different types of bearing bodies in the face of disaster disturbances, and the adaptability of bearing bodies to cope with flood disasters. This study focused on the dynamic characteristics of urban flood disaster vulnerability under population dynamic changes and defined urban flood disaster vulnerability as a comprehensive function () of the exposure, sensitivity, and coping ability of the carrying body under population dynamic changes.
(4)
where refers to the vulnerability at time t; , and refer to the weight vectors for different types of indicators; and , and refer to indicators that reflect the exposure, sensitivity, and response capacity of urban flood disasters.

In the process of vulnerability assessment for urban flood disasters, there may be significant differences in the characteristics of exposure, sensitivity, and response capacity of urban flood disasters at different assessment scales. The vulnerability assessment at the grid scale can quantify the differences in vulnerability among different bearing bodies, but it is difficult to reflect the impact of hydrological and hydraulic connections within the region on vulnerability assessment. On the contrary, the vulnerability assessment at the regional scale needs to consider the comprehensive state of all bearing bodies within the administrative region, and the hydrological and hydraulic conditions of the administrative region, but often ignores the disaster vulnerability characteristics within different bearing bodies. Therefore, this study proposed a multi-scale vulnerability assessment model for urban flood disasters considering real-time population changes.

Dynamic vulnerability model of flood disaster at the grid scale

The vulnerability of flood disasters at the grid scale reflected the exposure, sensitivity, and coping ability of different bearing bodies to damage. The exposure of bearing bodies at the grid scale reflected the state of bearing bodies exposed to flood disasters at different times. Under the same flood level, higher population density will increase the exposure to flood disasters. In addition, the urban rivers were the main drainage channels, and rainwater was discharged into urban rivers through pipe networks, resulting in higher exposure of the bearing body closer to the river network. Therefore, population density and distance from the river network were selected to measure the exposure of bearing bodies at the grid scale. The exposure function at the grid scale was as follows:
(5)
where refers to the c grid scale at time t, refers to the population density at time t, refers to the distance from the river network, and and refer to the weights of population density and distance from the river network. In urban flood disaster vulnerability assessment of the grid scale, .
The sensitivity of urban flood disasters at the grid scale reflects the sensitivity differences of different land-use types (including building, road, woodland, grassland, cultivated land, body of water, and bareland) in flood disasters. Under the same level of flood conditions, due to the large population, commerce, and industry gathering in urban buildings, the sensitivity of buildings is significantly higher than other land-use types. In addition, buildings are the main body that causes disasters in urban floods, and there may be significant differences in the flood sensitivity of different types of buildings. Therefore, buildings were divided into industry, commerce, residence, and public service in this study. Furthermore, green land was used to represent woodland and grassland, because the function of woodland and grassland in urban areas was extremely similar. In summary, nine types of land use, including residence, road, public service, commerce, industry, agriculture, green land, body of water and bare land, were selected to measure the flood sensitivity at the grid scale. The sensitivity function at the grid scale was as follows:
(6)
where refers to the sensitivity under the grid scale at time t, refers to the area of type i at time t, and refers to the weights of the i-th type of land use.
The coping ability of urban flood disasters at the grid scale reflected the ability of bearing bodies to respond to urban flood disasters, which may involve drainage, fire rescue, medical rescue, and personnel evacuation. Therefore, the distance from the flood control center, medical rescue points, fire rescue points, and shelter were selected to measure the coping ability of flood disasters at the grid scale. The coping ability function at the grid scale was as follows:
(7)
where refers to the response ability under the grid scale at time t; refer to the distance between the i-th disaster bearing body and the flood control center, medical rescue point, fire rescue, and shelter; and refer to the weights of various response ability indicators.
Therefore, indicators of the flooding dynamic vulnerability at the grid scale include population density, distance from river networks, land-use types, distance from flood control centers, medical rescue points, fire rescues, and shelters. The comprehensive function of the flooding dynamic vulnerability at the grid scale under real-time population changes was as follows:
(8)
where refers to the vulnerability under the grid scale at time t and refers to the weight vectors under the grid scale for different types of indicators.

Dynamic vulnerability model of flood disaster at the regional scale

The dynamic vulnerability of flood disasters at the regional scale reflected the changing characteristics of flood disaster vulnerability in different regions. The exposure of flood disasters at the regional scale was not only determined by the population density in the region but also related to the density of the river network. The higher density of the river network in the region may increase the exposure to flood disasters, because the higher the density of the river network in the region, the higher the severity of disasters in the regions near the river network when serious flood disasters occur. Therefore, the population density and river network density were selected to measure the exposure of flood disasters at the regional scale. The exposure function at the regional scale was as follows:
(9)
where refers to the exposure under surface scale at time t; refer to the population density and river network density within the region; and are the weights of the population density and river network density.
The sensitivity of flood disasters at the regional scale reflected the differences in sensitivity to flood disasters within the region. Under the same level of flood disasters, the land-use type with higher sensitivity in the region often suffers more severe damage. Therefore, the proportion of different land-use types within the region was selected to measure the sensitivity of flood disasters at the regional scale. The sensitivity function at the regional scale was as follows:
(10)
where refers to the sensitivity under surface scale at time t; refers to the area proportion of the i-th land-use type; and refers to the weight of the i-th land-use type.
The coping ability of flood disasters at a regional scale mainly depends on the drainage capacity of regional infrastructure and the emergency rescue level. The drainage network is an important infrastructure and main channel for urban regional drainage. Therefore, the density of the drainage pipe network was selected to characterize the drainage capacity of the region. The level of regional emergency rescue included fire rescue capability, medical rescue capability, and emergency shelter capacity. The higher the density and more uniform the distribution of these emergency centers, the stronger the emergency rescue capabilities of the region. Therefore, the total Euclidean distance between the constituent units and the emergency centers was selected to characterize the spatial distribution differences of the emergency centers. In summary, drainage network density, and total distance to the emergency centers, were selected to measure the coping ability of flood disasters at the regional scale. The coping ability function at the regional scale was as follows:
(11)
where refers to the response ability under surface scale at time t; refers to the density of drainage pipe network at time t, refers to the distance between the j-th building and the emergency rescue center and shelter; n refers to the number of buildings in the area; refers to the weight of the density of drainage pipe network; and refers to the weight of space distribution of the emergency rescue center and shelter.
Therefore, indicators of the flooding dynamic vulnerability at the regional scale include population density, river network density, the proportion of different land-use types, drainage network density, and total distance to the emergency centers. The comprehensive function of the flooding dynamic vulnerability at the regional scale under real-time population changes was as follows:
(12)
where refers to the vulnerability under surface scale at time t and refer to the weight vectors under surface scale for different types of indicators.

Improved CRITIC-analytic hierarchy process (AHP) for calculating the weight of the vulnerability model

The determination of weights was the key step in the calculation of urban flood vulnerability models. Due to significant differences in vulnerability models for urban flood disasters at different scales, this study calculated the weights of vulnerability models for different scales separately.

The weight calculation method mainly included subjective and objective methods. The subjective method judged the weight of each indicator based on the degree of importance that decision-makers attach to each indicator. The AHP was a typical subjective method that can fully use the wisdom of experts to reflect the importance of various indicators to the vulnerability of urban floods. However, this method that only relies on expert scoring has strong subjectivity. The objective method determined the weight of each indicator directly according to the characteristics of the original data. The CRITIC method was an objective weighting method, which allocated weights by the variability and the conflict of indicators. The conflict between indicators was usually measured by the correlation coefficient. The larger the correlation coefficient, the lower the conflict between indicators, and the smaller the weight of indicators. The variability of indicators was usually measured by standard deviation. The larger the standard deviation, the greater the weight of the indicator. However, since the dimensions of indicators were often different, there was a deficiency in using standard deviation to measure the variability of indicators. To this end, the coefficient of variation was introduced to represent the variability of indicators instead of standard deviation. The coefficient of variation can overcome the errors caused by the different dimensions of indicators and express the importance of indicators by the degree of differences. However, the objective method often overlooks the actual significance of indicators, resulting in weight calculation results that may not be in line with the actual situation. Therefore, this study proposed a CRITIC-AHP method that combines the advantages of the CRITIC method and the AHP to make the weight results more realistic and reliable. The process of using the improved CRITIC-AHP to calculate the weights of indicators at each level was as follows:

  • (1) Calculate the coefficient of variation for each indicator
    (13)
  • (2) Calculate the correlation coefficient matrix based on the standardized results of each indicator
    (14)
    where refers to the correlation coefficient between the s-th and l-th indicators, refer to the average value between the s-th and l-th indicator after standardization processing.
  • (3) Calculating the quantitative coefficient of the degree of independence
    (15)
  • (4) Calculate the improved CRITIC weight for the m-th indicator
    (16)
  • (5) Using the AHP method to calculate subjective weights , the specific steps and complete mathematical description of the AHP method can be found in Chhetri & Kayastha (2015) and Stefanidis & Stathis (2013).

  • (6) Calculate the comprehensive weight of the m-th indicator based on the calculated improved CRITIC weight and AHP weight
    (17)

Dynamic vulnerability classification

The dynamic vulnerability classification can intuitively reflect the distribution characteristics and changing trends of flood vulnerability in various bearing bodies and regions (Li et al. 2023). The natural breakpoint classification method is a commonly used method for the classification of drought and flood disasters (Priest 2023). It was the univariate classification method of cluster analysis, which is classified based on the distribution law of numerical statistics (Yan et al. 2021). It has strong applicability and can be used for the classification processing of multiple types of data. Therefore, based on the vulnerability index calculated by the vulnerability functions in Sections 2.2 and 2.3, this study used the natural breakpoint classification method to divide the vulnerability assessment results into five levels: high-vulnerability (5), medium-high vulnerability (4), medium-vulnerability (3), low-medium vulnerability (2), and low-vulnerability (1).

Real-time changes of population

Migration characteristics of population

The temporal and spatial evolution of the population reflected the migration characteristics of regional populations in different periods of one day. The spatial analysis tool of ArcGIS was used to calculate the changes of the center of gravity and the standard deviation ellipse of the population in Zhengzhou City. The center of gravity reflected the concentrated distribution of the population in a region, while the standard deviation ellipse reflected the directionality and dispersion of the spatial distribution. As shown in Figure 2, the population center of gravity at night (0:00) was located in the center of the city. At the morning peak (8:00), the population center of gravity began to shift to the southeast, which indicated that the population in the southeast direction increased significantly at the morning peak. The main reason for this phenomenon is the impact of the layout of urban functional areas. The overall development direction of Zhengzhou was in the southeast. Zhongzhou Avenue in the east of Zhengzhou and Longhai Road, Hanghai Road, and South Third Ring Road in the south and middle of Zhengzhou were the main lifelines of Zhengzhou. These roads connected the main commercial centers, the population center, and residential areas of Zhengzhou City, and were also key areas for congestion during the morning rush hours. At 10:00 a.m., the population center of gravity shifted to the northeast, mainly because Jinshui District and Zhengdong New Area were the main gathering places of commerce and industry in Zhengzhou City. Therefore, the population center of gravity shifted significantly to the northeast at 10:00 a.m. From 10:00 a.m. to 15:00 p.m., the population center of gravity has hardly changed, and the spatial distribution of population density has also changed slightly. However, during the evening peak (18:00), the population center of gravity began to shift towards the west and south of Zhengzhou City, and the population began to become dispersed. This is consistent with people's travel patterns and urban functional layout.
Figure 2

Migration characteristics of population.

Figure 2

Migration characteristics of population.

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From the directionality of the standard deviation ellipse, it can be seen that population density has significant directionality at different time periods. From 0:00 a.m. to 8:00 a.m., the long axis direction of the standard deviation ellipse changed from northwest–southeast to northeast–southwest, because the population mainly migrated to Jinshui District and Zhengdong New Area in the northeast during the morning peak. From 10:00 a.m. to 15:00 p.m., due to the small amount of population migration, there is almost no change in the long axis direction of the standard deviation ellipse. During the evening peak, the long axis direction of the standard deviation ellipse returned to the northeast–southwest, because the population migrated from Jinshui District and Zhengdong New Area in the northeast to the central, western, and southern residential areas in this period. It should be noted that although the long axis direction of the standard deviation ellipse of populations was the same in the morning and evening peak, their potential population migration direction was opposite. These results show the characteristics of population migration at different times of the day. In general, the cross-regional migration of the population at the morning peak and evening peak was the highest. In the daytime, Jinshui District and Zhengdong New Area gathered more population, while in the evening, the population migrated to the central, western, and southern residential areas. Therefore, in the process of urban flood response, attention should be paid to the changes in flood disaster vulnerability of personnel in corresponding regions at different time periods.

The changing characteristics of the population in the bearing bodies at different time periods

Buildings (residence, commerce, industry, public service) and roads were the main places that carried the population in cities. Therefore, this study used the overlay analysis tool of GIS to analyze the population changes in residence, commerce, industry, public service, and road at different time periods.

As shown in Figure 3, the population carried by public service from 10:00 a.m. to 15:00 p.m. was significantly higher than in other time periods, carrying nearly 3 million people. The main reason was that the public service places included schools, hospitals, government agencies, libraries, and other public service facilities. These public service facilities gathered a large number of the population in the daytime. Residence carried the majority of the population at night. There were over 7 million people in the residence at night. However, the population of residents significantly decreased during the daytime. At 15:00 pm, only about 1 million people were in residence. Therefore, urban flood prevention and control should make reasonable responses based on the changes in population in different time periods. From 10:00 a.m. to 15:00 p.m., the focus should be on the potential flood disaster vulnerability of public services. At night, the focus should be on residents who may experience flood disasters. In addition, the population carried by road during the daytime has significantly increased, especially during the morning peak and evening peak periods, with roads carrying over 2.5 million people. On the contrary, there are fewer than 100,000 people on the road at night, which indicates that there may be significant differences in the vulnerability of flood disasters in different time periods. Therefore, urban flood management personnel should pay attention to the increased vulnerability of flood disasters on roads during the morning and evening peak periods.
Figure 3

Population changes at different times.

Figure 3

Population changes at different times.

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The weight calculation results of improved CRITIC-AHP

Figures 4 and 5 reflect the weight calculation results of the vulnerability model obtained using the improved CRITIC-AHP method. Overall, the exposure, sensitivity, and coping ability of urban flood disasters have high weights at both grid and regional scales, and the exposure weight of urban flood disasters was the highest. The main reason is that exposure directly reflects the state of bearing bodies to flood disasters. Therefore, the higher the exposure, the greater the likelihood and severity of flood disasters. In addition, it can be easily seen from Figures 4 and 5 that population density has the highest weight among all indicators, as it directly determines the number of affected populations during floods. The denser the population, the higher the risk of exposure during floods. This discovery indicated that real-time population changes may have a significant impact on the vulnerability of urban flood disasters. Therefore, it is necessary to study the vulnerability of urban flood disasters under real-time population changes, and understand the changing trend and characteristics of urban flood disaster vulnerability, which can provide support for urban management personnel to make reasonable responses.
Figure 4

The weights of indicators at the grid scale (the values below the text refer to the weights).

Figure 4

The weights of indicators at the grid scale (the values below the text refer to the weights).

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Figure 5

The weights of indicators at the regional scale.

Figure 5

The weights of indicators at the regional scale.

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Changes in the vulnerability of urban flood disasters

Vulnerability at grid scale

Figure 6 shows the spatiotemporal evolution characteristics of vulnerability in Zhengzhou City at the grid scale. At night (0:00), medium- and high-vulnerability areas were mainly concentrated in the central, western, and southern parts of Zhengzhou City. The vulnerability in the eastern region was lower. During the morning peak and evening peak period, the high-vulnerability areas began to migrate to the east, and the flood vulnerability of South Third Ring Road, Zhongzhou Avenue, Jinshui Road and some main roads in Jinshui District increased significantly. From 10:00 a.m. to 15:00 p.m., there was little change in the vulnerability area of floods. The areas with high vulnerability were mainly concentrated in the eastern commercial center, some areas in the central and western regions, and some residential areas in the southern part of Zhengzhou City. It is interesting that the changes in vulnerability are very similar to the spatiotemporal distribution characteristics of the population in Zhengzhou City (Figure 2). Although the changes of vulnerability at the grid scale were influenced by 15 indicators, except for population density, other indicators hardly changed at different time periods of the day. Therefore, population density was the direct factor in the change of vulnerability at the grid scale, resulting in a clear consistency between the evolution of vulnerability and the migration characteristics of the population.
Figure 6

Changes of vulnerability at the grid scale.

Figure 6

Changes of vulnerability at the grid scale.

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In order to further analyze the characteristics of changes in flood disaster vulnerability over time, the changes in vulnerability areas at different levels during all time periods were analyzed. As shown in Figure 7, the areas of high vulnerability (level 5) at night (at 0:00am, with 0.4 km2 high-vulnerability areas) were the smallest. The main reason was that the population in places with high vulnerability such as underground spaces and roads was very small at night. The population was mainly concentrated in residential areas (Figure 2), which have stronger resistance to flood disasters. It is worth noting that the high-vulnerability areas in the morning (at 8:00am, with 0.75 km2 high-vulnerability areas) and evening peak periods (at 18:00am, with 0.8 km2 high-vulnerability areas) were significantly higher than those in other periods (the high-vulnerability areas were 0.4–0.58 km2). During these two time periods, a large number of people migrated to road, residence, commerce, industry, and public service, leading to an increase in the vulnerability of flooding. Therefore, the prevention and control of urban flood disasters should focus on flood disaster events during the morning and evening peak periods.
Figure 7

The trend of the vulnerability level area at different levels over time (the value above each rectangular prism refers to the area of the bearing body corresponding to different vulnerability levels, km2).

Figure 7

The trend of the vulnerability level area at different levels over time (the value above each rectangular prism refers to the area of the bearing body corresponding to different vulnerability levels, km2).

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Vulnerability at the regional scale

The vulnerability of flood disasters at the regional scale reflected the spatiotemporal distribution characteristics of flood disasters in different administrative regions. Figure 8 shows the vulnerability of flood disasters in different townships. From the perspective of spatial distribution, the areas with high vulnerability at the regional scale were mainly concentrated in the central part of Zhengzhou. The main reason was that these streets in the central part of Zhengzhou City not only have the characteristics of density residences and high population density but also have low drainage capacity. At night, the vulnerability to flood disasters in all townships was relatively low. During the morning peak period, the vulnerability of the central townships in Zhengzhou City significantly increased. By 10 a.m., the medium- and high-vulnerability areas began to migrate to the east and south of Zhengzhou City. At the evening peak period, the medium- and high-vulnerability areas returned to the central townships. These results can provide an important basis for townships to deal with urban flood disasters. The central townships should focus on the increased flood vulnerability during the morning and evening peak periods, while the eastern and southern townships should pay more attention to the increased flood vulnerability from 10:00 a.m. to 15:00 p.m.
Figure 8

Changes in the vulnerability level of flood disasters in townships.

Figure 8

Changes in the vulnerability level of flood disasters in townships.

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Figure 9 reflects the changing characteristics of vulnerability in flood disasters in each district (country) of Zhengzhou City. The vulnerability to flood disasters in Jinshui District was the highest because Jinshui District has a large number of residents, commerce, and public services, which is also the most densely populated area in Zhengzhou City. On the contrary, the Huiji and Zhongyuan districts, located in the north and west of Zhengzhou City, were all at low-vulnerability because of their low population density and poor socio-economic development. In addition, the flood vulnerability of each district increased significantly during the morning and evening peak periods, especially in Jinshui District, Guancheng District, and Erqi District. The population mobility was extremely high during the morning and evening peak periods, which increased the flood vulnerability. Therefore, urban flood prevention and control should pay more attention to the increased vulnerability of flood disasters in Jinshui District, Guancheng District, and Erqi District during the morning and evening peak periods.
Figure 9

Changes in the vulnerability of flood disasters in each district (the value above each rectangular prism refers to the vulnerability level).

Figure 9

Changes in the vulnerability of flood disasters in each district (the value above each rectangular prism refers to the vulnerability level).

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Vulnerability of flood disasters in different land-use types

To further understand the changing characteristics of flood vulnerability in different land-use types, this study used GIS to analyze the flood vulnerability changes in residence, industry, commerce, public service, and road (Supplementary Materials 2–6). The vulnerability of flood disasters in residences at night was significantly higher than in the daytime (Supplementary Material 2). The medium- and high-vulnerability areas in the residence were mainly concentrated in the central and western parts of Zhengzhou City. These areas have high residential density and low urban drainage capacity, resulting in a higher vulnerability of flood disasters in these areas. Therefore, urban flood prevention and control should pay more attention to the vulnerability of nighttime flood disasters in the residents, especially in these high-vulnerability areas in the central and western parts of Zhengzhou City.

The higher vulnerability areas of flood disaster in roads were mainly concentrated on the main roads in Jinshui District, the South Third Ring Road, the West Third Ring Road, and Zhongzhou Avenue (Supplementary Material 3). These areas were the main traffic channels in Zhengzhou, bearing most of the traffic capacity of Zhengzhou, especially Zhongzhou Avenue and Jinshui Road, which are prone to congestion during the morning and evening peak periods. Moreover, there was a significant difference in the vulnerability of flood disasters in roads over time. The vulnerability during the morning and evening peak periods was higher than in other time periods. The main reason was that the road carried a large number of people during the morning and evening peak periods, leading to a significant increase in vulnerability during these periods. Therefore, the government and flood control personnel should pay more attention to the potential flood disaster losses caused by the high-vulnerability areas in roads.

Supplementary Material 4 showed the spatial distribution and spatiotemporal evolution of vulnerability in commerce of Zhengzhou City. The commerce was mainly distributed in the central, southern, and northern regions of Zhengzhou City, with almost no commerce in the southwest. The main reason was that the terrain of Zhengzhou showed a trend of high in the southwest and low in the northeast, and there were many mountains in the southwest direction. The unfavorable terrain leads to relatively poor development in the southwest direction of Zhengzhou. From 0:00a.m. to 18:00 p.m., the vulnerability of commerce showed a gradually increasing trend in Zhengzhou City, which was related to the characteristics of commerce itself. Commerce was almost always closed at night, and the commercial population began to increase during the daytime. By 18:00 p.m., some people who came off work began to migrate to commerce, leading to a gradual increase in the flood vulnerability of commerce. The high-vulnerability commercial areas were mainly concentrated in the central and eastern regions of Zhengzhou City. Therefore, urban flood management personnel should pay more attention to the increased vulnerability of flood disasters in commerce during the daytime in the central and eastern parts of Zhengzhou City, especially in commercial places with sunken commercial squares and underground spaces.

Supplementary Materials 5 and 6 showed the spatial distribution and vulnerability changes of industry and public service. The industry in Zhengzhou was relatively scattered, and the population carried by the industry was small. Although Zhengzhou was a transportation hub in central China, the industrial development was relatively slow. The high-vulnerability areas of flood disasters in the industry were mainly concentrated in the western and southern regions of Zhengzhou City. On the contrary, the high-vulnerability areas of flood disasters in public service were mainly concentrated in the eastern part of Zhengzhou City. From a temporal perspective, the vulnerability of industry and public service during the daytime was higher than at night, as a large population was concentrated in industry and public service areas during the daytime, increasing the vulnerability of flood disasters. Therefore, urban flood prevention and control should pay attention to the increased vulnerability of flood disasters in industry and public service areas during the daytime.

Enlightenment from changes in high-vulnerability areas

The changes in high-vulnerability areas often have a significant impact on urban flood disasters. Supplementary Material 7 revealed the changes in high-vulnerability areas of different land-use types. The high-vulnerability areas of residence, road, and public services are relatively large, while the high-vulnerability areas of industry and commerce were relatively small. It should be noted that there are significant differences in the high-vulnerability areas at different time periods. At night, the high-vulnerability area of residence was the highest. During the morning and evening peak periods, the high-vulnerability areas in roads were the highest. And from 10:00 a.m. to 15:00 p.m., the high-vulnerability areas in the public service area were relatively large. These results can provide important references for the prevention, control, and response of urban flood disasters. In the process of urban flood prevention and control, it is not only necessary to refine the flood vulnerability of different land-use types, but also to clarify the changing characteristics of flood vulnerability of each land-use type at different time periods, and to formulate flood control plans based on the spatiotemporal changes in urban flood vulnerability.

Differences in vulnerability of flood disasters at different scales and their enlightenments

Overall, the results of flood vulnerability at the grid scale and the regional scale were relatively similar in the spatiotemporal distribution. During different time periods, the flood vulnerability at night was significantly lower than in the daytime. In terms of spatial distribution, the vulnerability of flood disasters in the central part of Zhengzhou City was significantly higher. However, due to the different indicator systems for vulnerability assessment at grid and regional scales, there were certain differences in the focus and results of vulnerability assessment. The grid scale showed the spatial distribution and change characteristics of vulnerability of each bearing body. The results showed that the vulnerability of the morning and evening peak periods on roads increased significantly. The areas with high vulnerability were mainly concentrated in Zhongzhou Avenue, South 3rd Ring Road, West 3rd Ring Road and main roads in Jinshui District. Residences have the highest vulnerability at night, mainly concentrated in the central and western parts of Zhengzhou City. These results can provide an important basis for refined urban flood prevention and response. However, the results of vulnerability assessment at the grid scale cannot intuitively reflect the changes in vulnerability in townships and districts, which may pose challenges for regional managers to coordinate urban flood prevention and control. The vulnerability assessment at the regional scale effectively solved this problem. The results demonstrated that the vulnerability of flood disasters in Jinshui District, Erqi District, and Guancheng District increased significantly during the daytime, and the high-vulnerability areas were mainly concentrated in some townships in the middle of Zhengzhou City. Urban flood prevention and control should focus on the potential flood disaster vulnerability in these regions.

This study constructed a dynamic vulnerability assessment model for urban flood disasters at grid and regional scales. Considering the real-time population changes in a day, the spatiotemporal evolution characteristics of flood disaster vulnerability in various bearing bodies and different regions are analyzed. The research results provide the theoretical basis for refined prevention and control of urban flood disasters and overall management. The main conclusions were as follows:

  • (1) There are significant differences in the spatial distribution and migration of populations at different time periods. During the morning and evening peak periods, the cross-regional migration of the population was the highest, and the road carried the most of the population. In the daytime, the population gathered in the northeast of Zhengzhou City, while in the evening, the population migrated to the central and western regions. Therefore, in the process of urban flood control and response, attention should be paid to the potential flood disaster vulnerability of personnel in corresponding regions at different time periods.

  • (2) The impact of real-time population changes on the vulnerability of urban flood disasters was significant. The high-vulnerability areas of nighttime flood disasters were mainly concentrated in the central part of Zhengzhou City. During the daytime, affected by population mobility, the areas of vulnerability significantly increased and migrated towards the east and south of Zhengzhou City. The high-vulnerability areas during the morning and evening peak periods were significantly higher than in other periods, with the main areas concentrated in the central region of Zhengzhou City. Therefore, urban flood prevention and control should focus on the urban flood disasters in the central area of the city during morning and evening peak periods.

  • (3) The vulnerability of flood disasters in different land-use types indicated that residence, road, and public service had a higher vulnerability, while the vulnerability of commerce and industry was lower. At night, the high-vulnerability areas were mainly concentrated in residences in the central part of Zhengzhou City. During the morning and evening peak periods, the area of high-vulnerability areas on the road was the highest. From 10 to 15 o'clock, high-vulnerability areas were relocated to public service areas in the eastern part of Zhengzhou City. Therefore, urban flood management develops targeted flood control plans based on the spatiotemporal changes in flood vulnerability.

This study considered the spatiotemporal changes of urban flood disaster vulnerability under real-time population changes. In the urban flood prevention and control process, urban managers can take targeted flood prevention and control measures according to the current and future vulnerability assessment results, including timely release of high-risk area hedging guidelines, timely adoption of traffic control measures, and advance allocation of flood control sandbags and drainage equipment. These more targeted prevention and control measures based on dynamic vulnerability assessment results can provide important reference and basis for reducing flood disaster losses.

We appreciate the underlying surface and population data provided by the big-data management department of Zhengzhou City. We also thank the anonymous reviewers for their valuable comments.

S.L. participated in data curation, developed the methodology, validated the process, wrote the original draft, wrote the review, and edited the article. D.Y. developed the methodology, validated the process, wrote the review, edited the article, supervised this work, and was responsible for funding acquisition. H.L. contributed to methodology. J.L. contributed to methodology, supervised the work, and was responsible for funding acquisition. Z.Y. validated the process. L.C. supervised the work.

The research was funded by the Youth Fund of the National Natural Science Foundation of China (No. 52209038), the National Key R&D Program of China (No. 2021YFC3200203).

Data cannot be made publicly available; readers should contact the corresponding author for details.

The authors declare there is no conflict.

Afsari
R.
,
Nadizadeh Shorabeh
S.
,
Bakhshi Lomer
A. R.
,
Homaee
M.
&
Arsanjani
J. J.
(
2023
)
Using artificial neural networks to assess earthquake vulnerability in urban blocks of Tehran
,
Remote Sensing
,
15
(
5
),
1248
.
doi:10.3390/rs15051248
.
Chang
H.
,
Pallathadka
A.
,
Sauer
J.
,
Grimm
N. B.
,
Zimmerman
R.
,
Cheng
C.
,
Iwaniec
D. M.
,
Kim
Y.
,
Lloyd
R.
,
McPhearson
T.
,
Rosenzweig
B.
,
Troxler
T.
,
Welty
C.
,
Brenner
R.
&
Herreros-Cantis
P.
(
2021
)
Assessment of urban flood vulnerability using the social-ecological-technological systems framework in six US cities
,
Sustainable Cities and Society
,
68
,
102786
.
doi:10.1016/j.scs.2021.102786
.
Chhetri
S. K.
&
Kayastha
P.
(
2015
)
Manifestation of an analytic hierarchy process (AHP) model on fire potential zonation mapping in Kathmandu metropolitan city, Nepal
,
ISPRS International Journal of Geo-Information
,
4
(
1
),
400
417
.
doi:10.3390/ijgi4010400
.
Choe
T.
,
Kim
J.
,
Shin
M.
,
Kim
K.
&
Kim
M.
(
2023
)
Complex disaster response framework to reduce urban disaster vulnerability
,
Science Progress
,
106
(
1
),
00368504231152770
.
doi:10.1177/00368504231152770
.
Dong
B.
,
Xia
J.
,
Li
Q.
&
Zhou
M.
(
2022
)
Risk assessment for people and vehicles in an extreme urban flood: Case study of the ‘7.20’ flood event in Zhengzhou, China
,
International Journal of Disaster Risk Reduction
,
80
,
103205
.
doi:10.1016/j.ijdrr.2022.103205
.
Erena
S. H.
&
Worku
H.
(
2019
)
Urban flood vulnerability assessments: The case of dire dawa city, Ethiopia
,
Natural Hazards
,
97
(
2
),
495
516
.
doi:10.1007/s11069-019-03654-9
.
Han
Y.
,
Huang
Q.
,
He
C.
,
Fang
Y.
,
Wen
J.
,
Gao
J.
&
Du
S.
(
2020
)
The growth mode of built-up land in floodplains and its impacts on flood vulnerability
,
Science of the Total Environment
,
700
,
134462
.
doi:10.1016/j.scitotenv.2019.134462
.
Jiang
Y.
,
Zevenbergen
C.
&
Ma
Y.
(
2018
)
Urban pluvial flooding and stormwater management: A contemporary review of China's challenges and ‘sponge cities’ strategy
,
Environmental Science & Policy
,
80
,
132
143
.
doi:10.1016/j.envsci.2017.11.016
.
Li
J.
,
Gao
J.
,
Li
N.
,
Yao
Y.
&
Jiang
Y.
(
2023
)
Risk assessment and management method of urban flood disaster
,
Water Resources Management
,
37
(
5
),
2001
2018
.
doi:10.1007/s11269-023-03467-3
.
Lv
H.
,
Meng
Y.
,
Wu
Z.
,
Guan
X.
&
Liu
Y.
(
2021
)
Construction of flood loss function for cities lacking disaster data based on three-dimensional (object-function-array) data processing
,
Science of the Total Environment
,
773
,
145649
.
doi:10.1016/j.scitotenv.2021.145649
.
Machairas
I.
&
van de Ven
F. H. M.
(
2023
)
An urban drought categorization framework and the vulnerability of a lowland city to groundwater urban droughts
,
Natural Hazards
,
116
(
2
),
1403
1431
.
doi:10.1007/s11069-022-05767-0
.
Mukherjee
M.
,
Wickramasinghe
D.
,
Chowdhooree
I.
,
Chimi
C.
,
Poudel
S.
,
Mishra
B.
,
Ali
Z. F.
&
Shaw
R.
(
2022
)
Nature-based resilience: Experiences of five cities from south Asia
,
International Journal of Environmental Research and Public Health
,
19
(
19
),
11846
.
doi:10.3390/ijerph191911846
.
Nasiri
H.
,
Yusof
M. J. M.
&
Ali
T. A. M.
(
2016
)
An overview to flood vulnerability assessment methods
,
Sustainable Water Resources Management
,
2
(
3
),
331
336
.
doi:10.1007/s40899-016-0051-x
.
Nasiri
H.
,
Yusof
M. J. M.
,
Ali
T. A. M.
&
Hussein
M. K. B.
(
2019
)
District flood vulnerability index: Urban decision-making tool
,
International Journal of Environmental Science & Technology (IJEST)
,
16
(
5
),
2249
2258
.
doi:10.1007/s13762-018-1797-5
.
Priest
S.
(
2023
)
Flood risk research for improving flood risk outcomes
,
Journal of Flood Risk Management
,
16
(
1
),
e12888
.
doi:10.1111/jfr3.12888
.
Ritter
J.
,
Berenguer
M.
,
Park
S.
&
Sempere-Torres
D.
(
2021
)
Real-time assessment of flash flood impacts at pan-European scale: The reaffine method
,
Journal of Hydrology
,
603
,
127022
.
doi:10.1016/j.jhydrol.2021.127022
.
Robinson
P. A.
,
McInnes
A.
&
Sarkar
S.
(
2023
)
Spatiotemporal evolution of urban populations and housing: A dynamic utility-driven market-mediated model
,
PLoS ONE
,
17
(
4
),
1
33
.
doi:10.1371/journal.pone.0282583
.
Salah
S.
&
Soufiane
S. A.
(
2023
)
Urban vulnerability to the risk of flooding in the annaba metropolitan region
,
Journal of Urban Regeneration & Renewal
,
16
(
3
),
287
302
.
Salazar-Briones
C.
,
Ruiz-Gibert
J. M.
,
Lomelí-Banda
M. A.
&
Mungaray-Moctezuma
A.
(
2020
)
An integrated urban flood vulnerability index for sustainable planning in arid zones of developing countries
,
Water
,
12
(
2
),
608
.
doi:10.3390/w12020608
.
Stefanidis
S.
&
Stathis
D.
(
2013
)
Assessment of flood hazard based on natural and anthropogenic factors using analytic hierarchy process (AHP)
,
Natural Hazards
,
68
(
2
),
569
585
.
doi:10.1007/s11069-013-0639-5
.
Yan
M.
,
Zhu
S.
&
Duan
H.
(
2021
)
Risk assessment of water inrush from ordovician limestone based on analytic hierarchical process modelling and water resistance
,
Arabian Journal of Geosciences
,
14
(
24
),
2733
.
doi:10.1007/s12517-021-09119-3
.
Zhou
Y.
,
Wu
Z.
,
Xu
H.
&
Wang
H.
(
2022
)
Prediction and early warning method of inundation process at waterlogging points based on Bayesian model average and data-driven
,
Journal of Hydrology: Regional Studies
,
44
,
101248
.
doi:10.1016/j.ejrh.2022.101248
.
Zhou
Y.
,
Wu
Z.
,
Xu
H.
,
Wang
H.
,
Ma
B.
&
Lv
H.
(
2023
)
Integrated dynamic framework for predicting urban flooding and providing early warning
,
Journal of Hydrology
,
618
,
129205
.
doi:10.1016/j.jhydrol.2023.129205
.
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