scholarly journals Estimating the instability criterion of vehicles in urban flooding by an entropic method

Urban Climate ◽  
2022 ◽  
Vol 41 ◽  
pp. 101069
Author(s):  
Lufeng Gou ◽  
Yun Liu ◽  
Yongpeng Zhang ◽  
Zhongfan Zhu ◽  
Dingzhi Peng ◽  
...  
2020 ◽  
Vol 85 (772) ◽  
pp. 1229-1239 ◽  
Author(s):  
Md. Nawrose FATEMI ◽  
Michihiro KITA ◽  
Seth Asare OKYERE ◽  
Motoki SHIMODA ◽  
Shigeki MATSUBARA

2018 ◽  
Vol 560 ◽  
pp. 354-363 ◽  
Author(s):  
R. Hu ◽  
F. Fang ◽  
P. Salinas ◽  
C.C. Pain

2005 ◽  
Vol 52 (5) ◽  
pp. 257-264 ◽  
Author(s):  
T.G. Schmitt ◽  
M. Thomas ◽  
N. Ettrich

The European research project in the EUREKA framework, RisUrSim is presented with its overall objective to develop an integrated planning tool to allow cost effective management for urban drainage systems. The project consortium consisted of industrial mathematics and water engineering research institutes, municipal drainage works as well as an insurance company. The paper relates to the regulatory background of European Standard EN 752 and the need of a more detailed methodology to simulate urban flooding. The analysis of urban flooding caused by surcharged sewers in urban drainage systems leads to the necessity of a dual drainage modeling. A detailed dual drainage simulation model is described based upon hydraulic flow routing procedures for surface flow and pipe flow. Special consideration is given to the interaction between surface and sewer flow during surcharge conditions in order to most accurately compute water levels above ground as a basis for further assessments of possible damage costs. The model application is presented for a small case study in terms of data needs, model verification and first simulation results.


2021 ◽  
pp. 127034
Author(s):  
Xuefang Li ◽  
Sébastien Erpicum ◽  
Emmanuel Mignot ◽  
Pierre Archambeau ◽  
Michel Pirotton ◽  
...  

2021 ◽  
Vol 22 (3) ◽  
Author(s):  
Fei Zhao ◽  
Jingzhi Cai ◽  
Hongyun Zeng ◽  
Zhiqiang Xie ◽  
Qingyun Du ◽  
...  

Author(s):  
Deepanjan Mitra ◽  
Vijay K. Dhir ◽  
Ivan Catton

In the past, fluid-elastic instability in two-phase flow has been largely investigated with air-water flow. In this work, new experiments are conducted in air-water cross-flow with a fully flexible 5 × 3 normal square array having pitch-to-diameter ratio of 1.4. The tubes have a diameter of 0.016 m and a length of 0.21 m. The vibrations are measured using strain gages installed on piano wires used to suspend the tubes. Experiments are carried out for void fractions from 0%–30%. A comparison of the results of the current tests with previous experiments conducted in air-water cross-flow shows that instability occurs earlier in a fully flexible array as compared to a flexible tube surrounded by rigid tubes in an array. An attempt is made to separate out the effects of structural parameters of three different experimental datasets by replotting the instability criterion by incorporating the instability constant K, in the reduced velocity parameter.


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