Simulating the influence of backwater effects in sewer systems using hydrological model components
Identifieur interne : 002111 ( Main/Exploration ); précédent : 002110; suivant : 002112Simulating the influence of backwater effects in sewer systems using hydrological model components
Auteurs : J. Sartor [Allemagne]Source :
- Water Science and Technology [ 0273-1223 ] ; 1999.
Descripteurs français
- Pascal (Inist)
- Wicri :
- topic : Zone urbaine.
English descriptors
- KwdEn :
Abstract
A long term simulation for a sewer network by dynamic flow routing models is very time consuming. The alternative hydrological methods (e.g. unit hydrographs) hve the disadvantage that they are unable to simulate backwater conditions which may significantly effect the flow hydrograph. As one possible solution this paper prsents a simulation concept which includes hydrological components to model the effects of backwatei or overtopping Street level. However, each model component requtes a calibration on dynamic routing results because the investigations showed that each sewer System reacts very individually at backwater conditions. This new concept was developed and verified at eight sewer Systems.
Url:
DOI: 10.1016/S0273-1223(99)00227-9
Affiliations:
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<term>Sewer network</term>
<term>Storm drainage</term>
<term>Urban area</term>
<term>dynamic flow routing models</term>
<term>hydrological models</term>
<term>long term simulation</term>
<term>overtopping simulation</term>
<term>sewer Systems</term>
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<keywords scheme="Pascal" xml:lang="fr"><term>Evacuation eau pluviale</term>
<term>Modèle hydraulique</term>
<term>Modélisation</term>
<term>Remous</term>
<term>Réseau assainissement</term>
<term>Zone urbaine</term>
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<front><div type="abstract" xml:lang="en">A long term simulation for a sewer network by dynamic flow routing models is very time consuming. The alternative hydrological methods (e.g. unit hydrographs) hve the disadvantage that they are unable to simulate backwater conditions which may significantly effect the flow hydrograph. As one possible solution this paper prsents a simulation concept which includes hydrological components to model the effects of backwatei or overtopping Street level. However, each model component requtes a calibration on dynamic routing results because the investigations showed that each sewer System reacts very individually at backwater conditions. This new concept was developed and verified at eight sewer Systems.</div>
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