Optimal design of urban drainage networks
A Palumbo, L Cimorelli, C Covelli… - Civil Engineering and …, 2014 - Taylor & Francis
In this paper, a general procedure for the optimal design of urban drainage networks is
proposed taking into account realistic technical constraints and the management cost of the …
proposed taking into account realistic technical constraints and the management cost of the …
Optimal location and setting of PRVs in WDS for leakage minimization
Water loss is an issue that affect Water Distribution Systems (WDSs) very often, especially
when aged and high pressure occurs. Pressure reduction valves (PRVs) can be used as …
when aged and high pressure occurs. Pressure reduction valves (PRVs) can be used as …
Reduction in water losses in water distribution systems using pressure reduction valves
Water loss is a phenomenon frequently observed within water distribution systems (WDSs),
that is considerably worsened by an excessive pressure throughout the network. As an …
that is considerably worsened by an excessive pressure throughout the network. As an …
Optimal positioning and sizing of detention tanks within urban drainage networks
L Cimorelli, F Morlando, L Cozzolino… - Journal of Irrigation …, 2016 - ascelibrary.org
The present work describes a procedure for the evaluation of the optimal number, position,
configuration, and sizes of detention tanks in urban drainage networks, to decrease the …
configuration, and sizes of detention tanks in urban drainage networks, to decrease the …
A re-parameterized and improved nonlinear Muskingum model for flood routing
The nonlinear form of the Muskingum model has been widely applied to river flood routing.
There are four variants of the nonlinear Muskingum model based on alternative formulations …
There are four variants of the nonlinear Muskingum model based on alternative formulations …
A new methodology for the optimal design of series of pipes in sewer systems
The sewer network design problem consists of determining both the layout and the hydraulic
design of the system. This paper aims to find an optimal hydraulic design for a specific layout …
design of the system. This paper aims to find an optimal hydraulic design for a specific layout …
Comparison among resilience and entropy index in the optimal rehabilitation of water distribution networks under limited-budgets
L Cimorelli, F Morlando, L Cozzolino… - Water Resources …, 2018 - Springer
The replacement of existing pipes is a strategy for the rehabilitation of water distribution
networks that is frequently adopted by water companies. Usually, the optimal choice of the …
networks that is frequently adopted by water companies. Usually, the optimal choice of the …
Evaluation of the structure of urban stormwater pipe network using drainage density
In mega cities such as Seoul in South Korea, it is very important to protect the cities from
surface flooding even for a short time period due to the enormous economic damage. That is …
surface flooding even for a short time period due to the enormous economic damage. That is …
Analytical solutions of the linearized parabolic wave accounting for downstream boundary condition and uniform lateral inflows
L Cimorelli, L Cozzolino, R Della Morte… - Advances in water …, 2014 - Elsevier
In this paper, new analytical solutions of the linearized parabolic approximation (LPA) of the
De Saint Venant equations (DSVEs) are derived for the case of finite channel length. The …
De Saint Venant equations (DSVEs) are derived for the case of finite channel length. The …
GA–GHCA model for the optimal design of pumped sewer networks
M Rohani, MH Afshar - Canadian Journal of Civil Engineering, 2015 - cdnsciencepub.com
In this paper, a hybrid model, GA–GHCA, composed of the genetic algorithm (GA) and the
general hybrid cellular automata (GHCA) is proposed for the efficient and effective optimal …
general hybrid cellular automata (GHCA) is proposed for the efficient and effective optimal …