Hydraulic Modelling of the Two-directional Interaction between Sewer and River Systems
Hydraulic Modelling of the Two-directional Interaction between Sewer and River Systems
复制标题
下水道与河流系统双向相互作用的水力建模
DOI:
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复制
发表时间:
2006
期刊:
影响因子:
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通讯作者:
J. Berlamont
中科院分区:
文献类型:
--
作者:
A. Bolle;A. Demuynck;R. Bouteligier;S. Bosch;A. Verwey;J. Berlamont
Sewer networks and river systems are most often studied in a separate way. However, these systems may interact in two directions. Firstly, the effluents of urban drainage systems and combined sewer overflows have an impact on the receiving river. Secondly, a high water level in the river may avoid excess sewer flow to be discharged into the river. When one wants to model both directions of this interaction, multiple iterations have to be made using the one-directionally linked sewer and river models. A better solution is to integrate the numerical schemes of both models into a single model. The SOBEK software of WL I Delft Hydraulics makes this possible. In the study SOBEK was used to link existing models (after conversion from InfoWorks and Mike Ii) for the sewer network of Erpe-Mere and its receiving Molenbeek river. It is shown that for the simulation results along the river for both historical and synthetic rainfall events, the two directional linking generates similar results in comparison with the one-directional linking. However, for the results of the sewer model large differences are found under high flow conditions. Hence, the case--study illustrates that two-directional sewer-river interactions can largely influence sewer flood risk estimations and consequently also affect sewer system design.