Citation: Li, Y.; Rodriguez, F.;
Berthier, E. Development and
Evaluation of a Saturated Zone
Module in an Integrated Urban
Hydrological Model. Water 2022, 14,
1030. https://doi.org/10.3390/
w14071030
Academic Editor: Maria Mimikou
Received: 7 February 2022
Accepted: 18 March 2022
Published: 24 March 2022
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water
Article
Development and Evaluation of a Saturated Zone Module in an
Integrated Urban Hydrological Model
Yinghao Li
1
, Fabrice Rodriguez
2,3,
* and Emmanuel Berthier
1
1
Cerema, Equipe Team, 12 rue Teisserenc de Bort, F-78190 Trappes, France; yinghao.li@mail.com (Y.L.);
emmanuel.berthier@cerema.fr (E.B.)
2
Department of GERS/LEE, Campus of Bouguenais, University of Gustave Eiffel GERS-LEE,
F-44344 Bouguenais, France
3
IRSTV FR CNRS 2488, rue de la Noe, F-44321 Nantes, France
* Correspondence: fabrice.rodriguez@univ-eiffel.fr; Tel.: +33-(0)2-4084-5878
Abstract: Shallow urban groundwater interacts with surface water and underground infrastructures.
Low-impact development in urban water management by at-source infiltration should consider
shallow urban groundwater in a holistic manner. Traditional hydrological models, however, rarely
detail groundwater flows and their interaction with urban runoff and the water budget. In the present
study, a new approach is proposed, using the integration of a flow module WTI for the saturated
zone in a distributed urban hydrological model URBS-MO. This integration is carried out by paying
attention to retaining the initial waterflow subsurface parameterization. The performance of the
integrated model is evaluated by piezometric and runoff data in an experimental urban catchment,
through a sensitivity analysis and a manual calibration of the main model parameters, as well as a
validation step. The new module shows its capacity to improve groundwater flow simulation by
assessing more realistic water table variations, along with a very small improvement of flowrate
simulation. The bias on the average groundwater level was reduced from +14 to +7% for the one-year
validation period. The modelling results show the importance of parameter calibration for distributed
physically-based hydrological models. Difficulties in the calibration of parameter values due to spatial
heterogeneities are also revealed, as the use of piezometric data for the calibration of a hydrological
model is rather innovative.
Keywords: urban hydrology; groundwater; drainage; modelling; integrated; sewer network;
URBS-Model
1. Introduction
Urban water is a complex system combining natural water compartments and artificial
infrastructures, particularly water supply and sewer systems that modify the natural water
cycle. Water flows in the unsaturated and saturated soil layers interact actively with
the other compartments. The assessment of the catchment water balance by quantifying
these interactions has been the subject of intense studies, but remains one major challenge
in urban hydrology [1]. Moreover, low-impact development (LID) practices are being
developed worldwide as a way to mitigate the effects of urbanization by preserving pre-
development hydrology [2]. Any LID practice for stormwater runoff mitigation can be
really efficient only if it does not come into conflict with the equilibrium of the water balance.
Moreover, given that most of these LID are infiltration-based, they may significantly affect
the groundwater recharge and the base flow [3,4], even though the relation between
stormwater infiltration facility insertion and groundwater elevation modification is not
straightforward [5].
The urban water system has particularities that distinguish it from natural hydrology,
namely reduced temporal and spatial scales, high spatial heterogeneities on the surface and
Water 2022, 14, 1030. https://doi.org/10.3390/w14071030 https://www.mdpi.com/journal/water