Flood risk in urban areas: Modelling, management and adaptation to climate change. A review
L Cea, P Costabile - Hydrology, 2022 - mdpi.com
The modelling and management of flood risk in urban areas are increasingly recognized as
global challenges. The complexity of these issues is a consequence of the existence of …
global challenges. The complexity of these issues is a consequence of the existence of …
Toward street‐level nowcasting of flash floods impacts based on HPC hydrodynamic modeling at the watershed scale and high‐resolution weather radar data
In our era, the rapid increase of parallel programming coupled with high‐performance
computing (HPC) facilities allows for the use of two‐dimensional shallow water equation (2D …
computing (HPC) facilities allows for the use of two‐dimensional shallow water equation (2D …
[HTML][HTML] Quality assessment of CIPP lining in sewers: Crucial knowledge acquired by IKT and research gaps identified in Germany
B Bosseler, D Homann, T Brüggemann… - … and Underground Space …, 2024 - Elsevier
Deterioration of buried water and sewer pipes is a significant concern among utilities around
the world. Cured-In-Place-Pipe (CIPP) is one of the techniques commonly adopted to …
the world. Cured-In-Place-Pipe (CIPP) is one of the techniques commonly adopted to …
Living with urban flooding: A continuous learning process for local municipalities and lessons learnt from the 2021 events in Germany
B Bosseler, M Salomon, M Schlüter, M Rubinato - Water, 2021 - mdpi.com
In 2021, heavy precipitation events in Germany have confirmed once again that pluvial
flooding can cause catastrophic damage in large, medium, and small cities. However …
flooding can cause catastrophic damage in large, medium, and small cities. However …
[HTML][HTML] Can the 2D shallow water equations model flow intrusion into buildings during urban floods?
B Dewals, V Kitsikoudis, MA Mejía-Morales… - Journal of …, 2023 - Elsevier
The multiple flow paths existing in urban environments lead to complex flow fields during
urban flooding. Modelling these flow processes with three-dimensional numerical models …
urban flooding. Modelling these flow processes with three-dimensional numerical models …
A spatially distributed hydrodynamic model framework for urban flood hydrological and hydraulic processes involving drainage flow quantification
Two-dimensional hydrodynamic models are increasingly used to predict overland surface
water flooding in urban catchments. The complexity of urban surfaces and subsurface …
water flooding in urban catchments. The complexity of urban surfaces and subsurface …
A dynamic fracture model combining with Laplace transform and synchronous iteration method for transient behavior analysis of a four-zone system
C Cao, L Cheng, P Jia, J Shi, H Dehghanpour - Journal of Hydrology, 2022 - Elsevier
A robust and generic semi-analytical model with the capture of dynamic fracture behaviors
under long-term pumping rate condition is developed for transient flow analysis in this four …
under long-term pumping rate condition is developed for transient flow analysis in this four …
Experimental study of rainwater grate blocking and submergence of outfall on drainage network capacity
J Lv, J Hou, R Shen, D Li, M Guo, G Chen… - Journal of …, 2024 - Elsevier
Accurately evaluating the performance of urban underground drainage network and its
influencing factors is a challenging problem, as this process is affected by many complex …
influencing factors is a challenging problem, as this process is affected by many complex …
基于改进垂向流量交换的城市内涝模拟方法
金溪, 周鹏飞, 张翔凌, 刘承宇 - 水科学进展, 2023 - skxjz.nhri.cn
针对内涝一维, 二维耦合模型垂向流量交换计算过程复杂, 计算稳定性差等问题,
采用节点水量平衡原则对垂向流量交换方法进行改进. 将节点分为超载节点及未超载节点 …
采用节点水量平衡原则对垂向流量交换方法进行改进. 将节点分为超载节点及未超载节点 …
Experimental and numerical modelling of water waves in sewer networks during sewer/surface flow interaction using a coupled ODE‐SWE solver
S Moodi, H Mahdizadeh, J Shucksmith… - Journal of Flood Risk …, 2024 - Wiley Online Library
Flooding in urban areas is expected to increase its magnitude and frequency in the future.
Therefore, there is a strong need to better model sewer–surface flow interactions. Existing …
Therefore, there is a strong need to better model sewer–surface flow interactions. Existing …