Investigating the Effect of Changes of the Roughness Coefficient on the Results of Model Calculations in One-dimensional Hydraulic Models

• Autorzy: Czajkowska Aleksandra

Identyfikatory

DOI

10.54740/ros.2024.033

• Języki publikacji: EN

Abstrakty

EN

One of the key elements in describing the flow of floodwaters is to determine the resistance created by friction acting along the surface wetted by water and created by objects directly washed by water. Flow resistance (roughness) influences flow velocity, water level, and, consequently, the river's capacity (Aberle 2020). This paper analyses the effect of the manner of defining roughness coefficients in one-dimensional models on the stability of these models and the results of model calculations. Three methods of defining the transverse variation of roughness coefficient in cross sections were used in the model calculations: Distributed, High/Low Flow Zones and Uniform. The greatest model stability, the highest flow rate values and the lowest water table ordinates were obtained when Distributed was selected. This has a major impact on determining the extent of flood hazard zones.

Słowa kluczowe

EN

roughness coefficient; one-dimensional modelling; MIKE 11; discharge; water level

• Wydawca: Politechnika Koszalińska
• Czasopismo: Rocznik Ochrona Środowiska
• Rocznik: 2024
• Tom: Tom 26
• Strony: 335--355
• Opis fizyczny: Bibliogr. 36 poz., rys.

Twórcy

autor

Czajkowska Aleksandra

• Faculty of Mining, Safety Engineering and Industrial Automation, Silesian University of Technology, Gliwice, Poland

• https://orcid.org/0000-0002-5732-8563

Bibliografia

• Aberle, J. (2020). The roughness of waterways. Magazyn Polskiej Akademii Nauk, 2(62), 46-50. (in Polish) https://doi.org/10.24425/academiaPAS.2020.134859
• Aberle, J. Smart, G.M. (2003). The influence of roughness structure on flow resistance on steep slopes. Journal of Hydraulic Research, 41(3), 259-269. https://doi.org/10.1080/00221680309499971
• Act of 20 July 2017 – Water law (Dz.U. z 2022 r. poz. 2625). (in Polish)
• Available online: https://isap.sejm.gov.pl/isap.nsf/DocDetails.xsp?id=WDU20220002625
• Arcement, G.J., Schneider, V.R. (1989). Guide for Selecting Manning's Roughness Coefficients for Natural Channels and Flood Plains. United States Geological Survey Water-Supply Paper 2339. https://doi.org/10.3133/wsp2339
• Bezzola, G., Müller, A., Minor, H. (2004). Shallow open channel flow with large roughness. Int. Conf. Hydraulic Engi-neering: Research and Practice. Roorkee, India, pp. 264-276.
• Carling, P.A., Kelsey, A., Glaister, M. (1992). Effect of bed roughness, particle shape, and orientation on initial motion criteria. In: Dynamics of gravel-bed rivers; Billi, P., Hey, R.D., Thorne, C.R., Tacconi, P, Eds.; John Wiley and Sons, Ltd., New York, USA, pp. 23-39, ISBN 10: 047192976X
• Chow, V.T. (1959). Open-Channel Hydraulics. McGraw-Hill, New York, USA, pp. 1-680, ISBN 9780070859067
• Cowan, W.L. (1956). Estimating hydraulic roughness coefficients. Agrcicultural Engineering, 37(7), 473-475.
• Dawson, H., Fisher, K.R. (2003). Roughness Review & Roughness Advisor. UK Defra/Environment Agency Flood and Coastal Defence R&D Programme, Report on Project W5A-057.
• Available online: http://www.riverconveyance.net/documents/Conveyance Manual.pdf
• French, R.H. (1986). Open-Channel Hydraulics. Mc Graw-Hill Book Company, International Editions, pp. 1-705, ISBN 0-07-022134-0.
• Goździk, M. (2006). Resistance to water movement in the coastal ecotone. Infrastruktura i ekologia terenów wiejskich. Komisja Technicznej Infrastruktury Wsi, 4(2), 17-27. (in Polish)
• Hey, R.D. (1988). Bar Form Resistance in Gravel-Bed Rivers. Journal of Hydraulic Engineering – ASCE, 114(12), 1498-1508. https://doi.org/10.1061/(ASCE)0733-9429(1988)114:12(1498)
• Hobot, A. Ed. (2010). Project entitled: Detailed requirements, constraints and priorities for the implementation of the river basin management plan in Poland. Stage I, Upper Oder River Water Region. Kraków, MGGP Inżynieria, Ar-chitektura, Geoinformacja. (in Polish)
• Horn, R., Richards, K. (2007). Flow-Vegetation Interactions in Restored Floodplain Environments. In Hydroecology and Ecohydrology: Past, Present and Future, Wood, P. J., Hannah, D. M., Sadler, J. P., Eds.; John Wiley and Sons, Ltd.: West Sussex, England, pp. 269-294, ISBN: 978-0-470-01017-4
• Hydraulic models of watercourses of the Upper Oder River water region – unpublished materials. Departament Ochrony Przed Powodzią i Suszą, Państwowe Gospodarstwo Wodne Wody Polskie, Krajowy Zarząd Gospodarki Wodnej, Warszawa, Polska, 2021. (in Polish)
• Knight, D.W., Shiono, K., Pirt, J. (1989). Prediction of depth mean velocity and discharge in natural rivers with overbank flow. In: Falconer, R.A., Goodwin, P., Matthew, R.G.S. Eds.; Proceedings of International Conference on Hydrau-lic and Environmental Modelling of Coastal, Estuarine and River Waters, Gower Technical, University of Brad-ford, pp. 419-428.
• Knighton, D. (1998). Fluvial forms and processes. A new perspective, 2nd ed.; Routledge, Taylor & Francis Group, London, U.K., ISBN 978-0-340-66313-4
• Kondracki, J. (2009). Regional Geography of Poland, 3rd ed.; Wydawnictwo Naukowe PWN S.A., Warszawa, Polska, (in Polish) ISBN 978-83-01-16022-7
• Kubrak, J., Nachlik, E. (2003). Hydraulic basis for calculating the capacity of river channels, Wydawnictwo SGGW, Warszawa, Polska, pp. 1-317, (in Polish) ISBN 8372443858
• Methodology for developing Flood Hazard Maps and Flood Risk Maps in the 2nd planning cycle. In: Report on the review and update of the Flood Hazard Maps and Flood Risk Maps. Instytut Meteorologii i Gospodarki Wodnej – Państwowy Instytut Badawczy, ARCADIS sp. z o.o. w Warszawie, Warszawa, Polska, 2020. (in Polish)
• MIKE 11 A modeling system for Rivers and Channels. User Guide. DHI Water and Environment 2017.
• Morvan, H., Knight, D., Wright, N., Tang, X., Crossley, A. (2008). The concept of roughness in fluvial hydraulics and its formulation in 1D, 2D and 3D numerical simulation models. Journal of Hydraulic Research, 46(2), 191-208. https://doi.org/10.1080/00221686.2008.9521855
• Parker, G., Peterson, A.W. (1980). Bar resistance of gravel-bed streams. Journal of the Hydraulics Division – ASCE, 106(10), 1559-1573.
• Phillips, J.V., Tadayon, S. (2007). Selection of Manning's Roughness Coefficient for Natural and Constructed Vegetat-ed and Non Vegetated Channels, and Vegetation Maintenance Plan Guidelines for Vegetated Channels in Cen-tral Arizona. Scientic Investigations Report 2006-5108. U.S. Geological Survey, Reston, Virginia. https://doi.org/10.3133/sir20065108
• Popescu, I. (2012). Hydroinformatics Module 4: Numerical Methods I, Lecture 3 and 4:PDE, Hyperbolic PDE, Stability, Accuracy.
• Simmons D.B., Richardson E.V. (1963). Friction factors in open channels: Progress report of the task force on friction factors in open channels of the Committee on Hydromechanics of the Hydraulics Division. Journal of the Hy-draulics Division, Proc. American Society of Civil Engineers (ASCE), 89, HY2, Paper 3464, New York, 97-143.
• Słowik-Opoka, E., Brożek, M. (2015). Study on the influence of roughness coefficient changes on the magnitude of the design flow. Landform Analysis, 30, 49-56, (in Polish) https://doi.org/10.12657/landfana.030.005
• Smart, G.M., Duncan, M.J., Walsh, J.M. (2002). Relatively rough flow resistance equations. Journal of Hydraulic Engineering – ASCE, 128(6), 568-578. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:6(568)
• Streeter, V., Wylie, E. (1979). Fluid Mechanics. 7th ed.; Mc Graw-Hill, New York, USA, ISBN 10: 0070622329
• Strupczewski, W. (1998). Dependence of roughness coefficient on river channel shape. Przegląd Geofizyczny, Polskie Towarzystwa Geofizyczne, Komitet Geofizyki PAN, 43(3-4), 147-163. (in Polish)
• Szczepański, A., Różkowski, A. (2007). Mine waters in areas of intensive mining exploitation. In: Regional hydrogeology of Poland, Volume II, Mineral, medicinal and thermal and mine waters, 1sr ed.; Paczyński, B.; Sadurski, A.; Państwowy Instytut Geologiczny, Warszawa, Polska, pp. 146-180, ISBN 978-83-7538-169-6
• Vidal, J.P., Moisan, S., Faure, J.B., Dartus, D. (2007). River model calibration, from guidelines to operational support tools. Environmental Modelling and Software, 22(11), 1628-1640. https://doi.org/10.1016/j.envsoft.2006.12.003
• Wallis, S.G., Knight, D.W. (1984). Calibration studies concerning a one-dimensional numerical tidal model with particular reference to resistance coefficients. Estuarine, Coastal and Shelf Science, 19, 541-562. https://doi.org/10.1016/0272-7714(84)90015-5
• Yen, B.C. (1991). Channel flow resistance: centennial of Manning's formula. Water Resources Publications: Colorado, USA, ISBN 13: 978-1-887201-80-3
• Yen, B.C. (2002). Open channel flow resistance. Journal of Hydraulic Engineering, 128(1), 20-39. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:1(20)
• Żelazo, J. (1992). Studies of velocity and flow resistance in natural lowland river channels, Seria Monografie Nau-kowe, SGGW, Warszawa, Polska, pp. 1-148. (in Polish)