Groundwater Contribution to Sewer Network Baseflow in an Urban Catchment-Case Study of Pin Sec Catchment, Nantes, France

被引:13
|
作者
Rodriguez, Fabrice [1 ,2 ]
Le Delliou, Amelie-Laure [1 ,3 ]
Andrieu, Herve [1 ,2 ]
Gironas, Jorge [4 ,5 ,6 ,7 ]
机构
[1] Univ Gustave Eiffel, Gers Lab Eau & Environm, F-44343 Ifsttar, Bouguenais, France
[2] Irstv Fr Cnrs 2488, Rue Noe, F-44321 Nantes, France
[3] Ginger Burgeap Nantes, F-44806 St Herblain, France
[4] Pontificia Univ Catolica Chile, Dept Ingn Hidraul & Ambiental, Santiago 7820436, Chile
[5] Ctr Invest Gest Integrada Riesgo Desastres Anid F, Santiago 7820436, Chile
[6] Ctr Desarrollo Urbano Sustentable Anid Fondap 151, Santiago 7530092, Chile
[7] Pontificia Univ Catolica Chile, Ctr Interdisciplinario Cambio Global, Santiago 7820436, Chile
关键词
groundwater; urban hydrology; drainage; modeling; sewer; baseflow; WASTE-WATER; INFILTRATION; RECHARGE; IMPACT; FLOW; NOTTINGHAM; GENERATION; DRAINAGE; SYSTEMS; RUNOFF;
D O I
10.3390/w12030689
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Sewer systems affect urban soil characteristics and subsoil water flow. The direct connection observed between baseflow in sewer systems under drainage infiltrations and piezometric levels influences the hydrological behavior of urban catchments, and must consequently be considered in the hydrologic modeling of urban areas. This research studies the groundwater contribution to sewer networks by first characterizing the phenomenon using experimental data recorded on a small urban catchment in Nantes (France). Then, the model MODFLOW was used to simulate the infiltration of groundwater into a sewer network and model dry weather flows at an urban catchment scale. This application of MODFLOW requires representing, in a simplified way, the interactions between the soil and the sewer trench, which acts as a drain. Observed average groundwater levels were satisfactorily simulated by the model while the baseflow dynamics is well reproduced. Nonetheless, soil parameters resulted to be very sensitive, and achieving good results for joint groundwater levels and baseflow was not possible.
引用
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页数:20
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