Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study
Autori
Đorđević, DejanaĐurović, Nemanja
Đurić, Petar
Stanić, Filip
Milinković, Nikola
Ostala autorstva
Lucas, CalvoKonferencijski prilog (Objavljena verzija)
,
IAHR, 2019
Metapodaci
Prikaz svih podataka o dokumentuApstrakt
The independent subsections model (ISM) was developed for the steady uniform and non-uniform flow computations in compound channels with constant and variable channel widths. It was thoroughly tested against experimental data in different compound channel layouts. Since the existing set of equations is derived for the simple compound channel geometry, this paper aims at: 1) extending the model to arbitrary geometries, 2) adding the term that accounts for the influence of emergent rigid floodplain vegetation into momentum equations and 3) at validating the method against available floods data from one river gauging station. Comparison with the recorded data has shown that the optimal value for the model parameter ψt = 0.10 is greater than that obtained for the canal with smooth floodplains. Partial head losses due to vegetation are two orders of magnitude greater than the friction loss for H* > 0.25 when they are calculated with the formula for the volume drag force caused by an array o...f emergent rigid vegetation, proposed by Nepf,. The head loss due to a drag grows faster with the increase in floodplain submergence ratio on the floodplain with the constrained width. In the presence of vegetation on the floodplains, the head loss caused by mass exchange due to non-prismaticity of the compound channel does not depend on the floodplain width. This component of the head loss is balanced with the sum of head losses due to turbulence diffusion and vegetation drag.
Ključne reči:
Non-prismatic compound channel / energy loss / volume drag force exerted by rigid-stem vegetationIzvor:
E-proceedings of the 38th IAHR World Congress September 1-6, 2019, Panama City, Panama, 2019Izdavač:
- Pª Bajo Virgen del Puerto, 3 28005 Madrid, Spain: International Association for Hydro-Environment Engineering and Research -IAHR-
Finansiranje / projekti:
- Merenje i modeliranje fizičkih, hemijskih, bioloških i morfodinamičkih parametara reka i vodnih akumulacija (RS-MESTD-Technological Development (TD or TR)-37009)
- Мерење и моделирање физичких, хемијских, биолошких и морфодинамичких параметара река и водних акумулација
- Monitoring and Modeling of Rivers and Reservoirs (MORE) - Physical, Chemical, Biological and Morphodynamic Parameters
Napomena:
- Erratum: The right hand side of equation 10 on page 3737 should read Psi^t (Ui - Uj)^2
Kolekcije
Institucija/grupa
GraFarTY - CONF AU - Đorđević, Dejana AU - Đurović, Nemanja AU - Đurić, Petar AU - Stanić, Filip AU - Milinković, Nikola PY - 2019 UR - https://grafar.grf.bg.ac.rs/handle/123456789/1853 AB - The independent subsections model (ISM) was developed for the steady uniform and non-uniform flow computations in compound channels with constant and variable channel widths. It was thoroughly tested against experimental data in different compound channel layouts. Since the existing set of equations is derived for the simple compound channel geometry, this paper aims at: 1) extending the model to arbitrary geometries, 2) adding the term that accounts for the influence of emergent rigid floodplain vegetation into momentum equations and 3) at validating the method against available floods data from one river gauging station. Comparison with the recorded data has shown that the optimal value for the model parameter ψt = 0.10 is greater than that obtained for the canal with smooth floodplains. Partial head losses due to vegetation are two orders of magnitude greater than the friction loss for H* > 0.25 when they are calculated with the formula for the volume drag force caused by an array of emergent rigid vegetation, proposed by Nepf,. The head loss due to a drag grows faster with the increase in floodplain submergence ratio on the floodplain with the constrained width. In the presence of vegetation on the floodplains, the head loss caused by mass exchange due to non-prismaticity of the compound channel does not depend on the floodplain width. This component of the head loss is balanced with the sum of head losses due to turbulence diffusion and vegetation drag. PB - Pª Bajo Virgen del Puerto, 3 28005 Madrid, Spain: International Association for Hydro-Environment Engineering and Research -IAHR- C3 - E-proceedings of the 38th IAHR World Congress September 1-6, 2019, Panama City, Panama T1 - Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study DO - 10.3850/38WC092019-1234 ER -
@conference{ author = "Đorđević, Dejana and Đurović, Nemanja and Đurić, Petar and Stanić, Filip and Milinković, Nikola", year = "2019", abstract = "The independent subsections model (ISM) was developed for the steady uniform and non-uniform flow computations in compound channels with constant and variable channel widths. It was thoroughly tested against experimental data in different compound channel layouts. Since the existing set of equations is derived for the simple compound channel geometry, this paper aims at: 1) extending the model to arbitrary geometries, 2) adding the term that accounts for the influence of emergent rigid floodplain vegetation into momentum equations and 3) at validating the method against available floods data from one river gauging station. Comparison with the recorded data has shown that the optimal value for the model parameter ψt = 0.10 is greater than that obtained for the canal with smooth floodplains. Partial head losses due to vegetation are two orders of magnitude greater than the friction loss for H* > 0.25 when they are calculated with the formula for the volume drag force caused by an array of emergent rigid vegetation, proposed by Nepf,. The head loss due to a drag grows faster with the increase in floodplain submergence ratio on the floodplain with the constrained width. In the presence of vegetation on the floodplains, the head loss caused by mass exchange due to non-prismaticity of the compound channel does not depend on the floodplain width. This component of the head loss is balanced with the sum of head losses due to turbulence diffusion and vegetation drag.", publisher = "Pª Bajo Virgen del Puerto, 3 28005 Madrid, Spain: International Association for Hydro-Environment Engineering and Research -IAHR-", journal = "E-proceedings of the 38th IAHR World Congress September 1-6, 2019, Panama City, Panama", title = "Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study", doi = "10.3850/38WC092019-1234" }
Đorđević, D., Đurović, N., Đurić, P., Stanić, F.,& Milinković, N.. (2019). Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study. in E-proceedings of the 38th IAHR World Congress September 1-6, 2019, Panama City, Panama Pª Bajo Virgen del Puerto, 3 28005 Madrid, Spain: International Association for Hydro-Environment Engineering and Research -IAHR-.. https://doi.org/10.3850/38WC092019-1234
Đorđević D, Đurović N, Đurić P, Stanić F, Milinković N. Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study. in E-proceedings of the 38th IAHR World Congress September 1-6, 2019, Panama City, Panama. 2019;. doi:10.3850/38WC092019-1234 .
Đorđević, Dejana, Đurović, Nemanja, Đurić, Petar, Stanić, Filip, Milinković, Nikola, "Application of the independent subsections method for the estimation of the rating curve in the compound channel – a case study" in E-proceedings of the 38th IAHR World Congress September 1-6, 2019, Panama City, Panama (2019), https://doi.org/10.3850/38WC092019-1234 . .