An approach to stimulation of dual drainage
Abstract
The paper presents the development in the field of urban drainage modelling known as dual drainage - an approach to rainfall runoff simulation in which the numerical model takes into account not only the flow through the sewer system but also the flow on the surface. The steps in model development are described and necessary data, assumptions used and operations to be performed using GIS are discussed. The numerical model simultaneously handles the full dynamic equations of flow through the sewer system and simplified equations of the surface flow. The surface excess water (due to the limited capacity of inlets or to the hydraulic head in the sewer system reaching the ground level) is routed to the neighbour subcatchment (not necessarily the one attached to the downstream network node), using surface retentions, if any.
Keywords:
storm sewer systems / dual drainage / GISSource:
Water Science and Technology, 1999, 39, 9, 95-103Publisher:
- Elsevier Science LtdExeter
DOI: 10.1016/S0273-1223(99)00221-8
ISSN: 0273-1223
WoS: 000081253500013
Scopus: 2-s2.0-0033029140
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Institution/Community
GraFarTY - JOUR AU - Đorđević, Slobodan AU - Prodanović, Dušan AU - Maksimović, Čedo PY - 1999 UR - https://grafar.grf.bg.ac.rs/handle/123456789/12 AB - The paper presents the development in the field of urban drainage modelling known as dual drainage - an approach to rainfall runoff simulation in which the numerical model takes into account not only the flow through the sewer system but also the flow on the surface. The steps in model development are described and necessary data, assumptions used and operations to be performed using GIS are discussed. The numerical model simultaneously handles the full dynamic equations of flow through the sewer system and simplified equations of the surface flow. The surface excess water (due to the limited capacity of inlets or to the hydraulic head in the sewer system reaching the ground level) is routed to the neighbour subcatchment (not necessarily the one attached to the downstream network node), using surface retentions, if any. PB - Elsevier Science LtdExeter T2 - Water Science and Technology T1 - An approach to stimulation of dual drainage EP - 103 IS - 9 SP - 95 VL - 39 DO - 10.1016/S0273-1223(99)00221-8 ER -
@article{ author = "Đorđević, Slobodan and Prodanović, Dušan and Maksimović, Čedo", year = "1999", abstract = "The paper presents the development in the field of urban drainage modelling known as dual drainage - an approach to rainfall runoff simulation in which the numerical model takes into account not only the flow through the sewer system but also the flow on the surface. The steps in model development are described and necessary data, assumptions used and operations to be performed using GIS are discussed. The numerical model simultaneously handles the full dynamic equations of flow through the sewer system and simplified equations of the surface flow. The surface excess water (due to the limited capacity of inlets or to the hydraulic head in the sewer system reaching the ground level) is routed to the neighbour subcatchment (not necessarily the one attached to the downstream network node), using surface retentions, if any.", publisher = "Elsevier Science LtdExeter", journal = "Water Science and Technology", title = "An approach to stimulation of dual drainage", pages = "103-95", number = "9", volume = "39", doi = "10.1016/S0273-1223(99)00221-8" }
Đorđević, S., Prodanović, D.,& Maksimović, Č.. (1999). An approach to stimulation of dual drainage. in Water Science and Technology Elsevier Science LtdExeter., 39(9), 95-103. https://doi.org/10.1016/S0273-1223(99)00221-8
Đorđević S, Prodanović D, Maksimović Č. An approach to stimulation of dual drainage. in Water Science and Technology. 1999;39(9):95-103. doi:10.1016/S0273-1223(99)00221-8 .
Đorđević, Slobodan, Prodanović, Dušan, Maksimović, Čedo, "An approach to stimulation of dual drainage" in Water Science and Technology, 39, no. 9 (1999):95-103, https://doi.org/10.1016/S0273-1223(99)00221-8 . .