scholarly journals Development and Verification of Inundation Modeling with Urban Flooding Caused by the Surcharge of Storm Sewers

2006 ◽  
Vol 39 (12) ◽  
pp. 1013-1022 ◽  
2020 ◽  
Vol 85 (772) ◽  
pp. 1229-1239 ◽  
Author(s):  
Md. Nawrose FATEMI ◽  
Michihiro KITA ◽  
Seth Asare OKYERE ◽  
Motoki SHIMODA ◽  
Shigeki MATSUBARA

1996 ◽  
Vol 33 (9) ◽  
pp. 215-220 ◽  
Author(s):  
Chandramouli Nalluri ◽  
Aminuddin Ab. Ghani

A list of available codes of practice for self-cleansing sewers is presented and a review of appraisals of minimum velocity criterion is summarised. Comparisons of newly developed “minimum velocity” criteria and “minimum shear stress” criterion are presented. Some design charts are also given. These charts are applicable to non-cohesive sediments (typically storm sewers). It appears that sediment size and concentration need to be taken into account, and that a limited depth of sediment bed is recommended for large pipes (diameters > 1000 mm) to maximise their transport capacity.


2020 ◽  
Author(s):  
April I. Phinney ◽  
◽  
Trent Foky ◽  
Alice Hinzmann ◽  
Chantal Iosso ◽  
...  

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 ◽  
...  

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