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Geographical Accessibility to Basic Infrastructures and Services in Rural Senegal: The Case of the Niakhar Area
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作者 Alphousseyni Ndonky Soda Loum Mouhamadou Moustapha Mbacké Ndour 《Journal of Geographic Information System》 2024年第5期343-366,共24页
Access to basic infrastructure and services is a factor in economic development and an important aspect in combatting social and spatial disparities. But this access is often subject to several constraints, including ... Access to basic infrastructure and services is a factor in economic development and an important aspect in combatting social and spatial disparities. But this access is often subject to several constraints, including geographical accessibility. In this article, we aim to analyze the geographical accessibility to basic infrastructure and services in the Niakhar area, using the improved two step floating catchment area method and local spatial association indicators. The results reveal that the areas with high accessibility to health and education infrastructures and services are mainly located along the south-east and north-west gradient, while those with low accessibility are found in the south-west and north-east center. They also show high accessibility to trade services in the center of the study area. 展开更多
关键词 Two-Stage Floating Areas Spatial Disparities Local Spatial Association Indicators
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An approach to quick and easy evaluation of the dam breach flood 被引量:13
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作者 CHEN ZuYu PING ZiYi +2 位作者 WANG NaiXin YU Shu CHEN ShuJing 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2019年第10期1773-1782,共10页
In the context of an impending dam failure, quick evaluation of dam breach flood is necessary. Previous studies provided an approach to calculate the dam breach hydrograph using an Excel spreadsheet based on the impro... In the context of an impending dam failure, quick evaluation of dam breach flood is necessary. Previous studies provided an approach to calculate the dam breach hydrograph using an Excel spreadsheet based on the improved soil erosion model and numerical algorithm. However, calculation of the breach lateral enlargement requires the modeling of the successive collapse of the breach banks. It is time-consuming with special training, which is difficult to provide during an emergency. This study proposes that the lateral enlargement process can be modeled using a hyperbolic relationship with sufficient accuracy. Consequently, field engineers can perform the dam breach analysis along with the sensitive study for a target case within 1 h in an Excel spreadsheet which is self-tutorial. This paper presents this easy and quick approach based on only fifteen input parameters that can be determined based on the experience. This approach can also be used for the preliminary study when a dam safety planning work is undertaken. 展开更多
关键词 DAM breach FLOOD breach LATERAL ENLARGEMENT HYPERBOLIC relationship
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