Case Studies
Jul 23, 2014

A 1D–2D Coupled Hydrodynamic Model for River Flood Prediction in a Coastal Urban Floodplain

Publication: Journal of Hydrologic Engineering
Volume 20, Issue 2

Abstract

In this work, a one dimensional–two dimensional (1D–2D) coupled hydrodynamic model is developed for prediction of water levels in the lower Tapi River and its coastal urban floodplain (Surat city in Gujarat, India). A one-dimensional (1D) hydrodynamic model, calibrated for the 1998 flood, is coupled with a two-dimensional (2D) hydrodynamic model of an urban floodplain with due consideration of the upstream (releases from Ukai reservoir) and downstream (tidal level of the sea) boundary conditions. The resistance coefficient for the floodplain is estimated using satellite imagery based on the land use and land cover pattern. The coupled hydrodynamic model is validated with independent data for flooding in the year 2006 and is used to develop a stage-discharge curve along the lower Tapi River for computation of the stream power during the flood. The methodology for river flood prediction on a coastal urban floodplain using the 1D–2D coupled hydrodynamic model is generic and can be applied to similar geographical conditions.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors acknowledge the All India Council for Technical Education (AICTE) of New Delhi, India for financial support necessary to carry out the current investigation under the Nationally Coordinated Project (NCP) on “Development of Water Resources and Flood Management Centre at SVNIT-Surat.” The authors are also grateful to the Central Water Commission (Government of India), Surat Irrigation Circle, State Water Data Centre (Government of Gujarat, India), and the Surat Municipal Corporation for providing data for this research. The reviewers are gratefully acknowledged for their useful comments on a preliminary version of this paper.

References

Adhikari, Y., Osti, R., and Noro, T. (2010). “Flood-related disaster vulnerability: An impending crisis of megacities in Asia.” J. Flood Risk Manage., 3(3), 185–191.
Ahmed, F. (2010). “Numerical modeling of the Rideau valley watershed.” Nat. Hazard., 55(1), 63–84.
Alkema, D. (2003). “Flood risk assessment for EIA: An example of a motorway near Trento, Italy.” Studi Trentini di Scienze Naturali—Acta Geol., 78(2001), 147–153.
Ballesteros, J. A., Bodoque, J. M., Díez-Herrero, A., Sanchez-Silva, M., and Stoffel, M. (2011). “Calibration of floodplain roughness and estimation of flood discharge based on tree-ring evidence and hydraulic modeling.” J. Hydrol., 403(1–2), 103–115.
Bates, P. D., et al. (2005). “Simplified two-dimensional numerical modelling of coastal flooding and example applications.” Coastal Eng., 52(9), 793–810.
Bates, P. D., Anderson, M. D., Price, D., Hardy, R., and Smith, C. (1996). “Analysis and development of a hydraulic model for floodplain flows.” Floodplain processes (ed), M. G. Anderson, et al., eds., Wiley, Chichester, England.
Bates, P. D., and De Roo, A. P. J. (2000). “A Simple raster based model for flood inundation simulation.” J. Hydrol., 236(1–2), 54–77.
Beffa, C., and Connell, R. J. (2001). “Two-dimensional floodplain flow. I: Model description.” J. Hydrol. Eng., 397–405.
Carrivick, J. L. (2006). “Application of 2D hydrodynamic modelling to high-magnitude outburst floods: An example from Kverkfjöll, Iceland.” J. Hydrol., 321(1–4), 187–199.
Central Water, and Power Research Station (CWPRS). (2000). “Mathematical model Studies for prediction of flood levels in Tapi river from Hazira to Surat.”, Central Water and Power Research Station, Pune under Ministry of Water Resources, Pune, India, 1–48.
Chow, V. T. (1959). Open-channel hydraulics, McGraw-Hill, New York.
Chow, V. T., Maidment, D. R., and Mays, L. W. (1988). Applied hydrology, McGraw-Hill, New York.
Connell, R. J., Painter, D. J., and Beffa, C. (2001). “Two-dimensional floodplain flow. II: Flow Validation.” J. Hydrol. Eng., 406–415.
Cook, A., and Merwade, V. (2009). “Effect of topographic data, geometric configuration and modeling approach on flood inundation mapping.” J. Hydrol., 377(1–2), 131–142.
Cunge, J. A., Holly, F. M., Jr., and Verwey, A. (1980). Practical aspects of computational river hydraulics, Pitman, London.
Danish Hydraulic Institute (DHI). (2008). MIKE 11—A modelling system for rivers and channels reference manual, Hørsholam, Denmark.
Danish Hydraulic Institute (DHI). (2009). MIKE FLOOD: 1D-2D modeling, user manual, Hørsholam, Denmark.
Dose, T., Morgenschweis, G., and Schlurmann, T. (2002). “Extrapolating stage-discharge relationships by numerical modeling.” Proc., 5th Int. Conf. on Hydroscience and Engineering (ICHE), Warsaw, 1–8.
French, R. H. (1985). Open-channel hydraulics, McGraw-Hill, New York.
Gallegos, H. A., Schubert, J. E., and Sanders, B. F. (2009). “Two-dimensional, high-resolution modeling of urban dam-break flooding: A case study of Baldwin Hills, California.” Adv. Water Resour., 32(8), 1323–1335.
Gosain, A. K., Rao, S., and Arora, A. (2011). “Climate change impact assessment of water resources of India.” Curr. Sci., 101(3), 356–371.
Haider, S., Paquier, A., Morel, R., and Champagne, J.-Y. (2003). “Urban flood modelling using computational fluid dynamics.” Proc. ICE, Water Marit. Eng., 156(2), 129–135.
Hallegatte, S., Green, C., Nicholls, R. J., and Corfee-Morlot, C. (2013). “Future flood losses in major coastal cities.” Nat. Clim. Change, 3(9), 802–806.
Hervouet, J.-M. (2000). “TELEMAC modelling system: An overview.” Hydrol. Processes, 14(13), 2209–2210.
Hicks, F. E., and Peacock, T. (2005). “Suitability of HEC-RAS for flood forecasting.” Can. J. Civ. Eng., 30(2), 159–174.
Horritt, M. S., and Bates, P. D. (2001). “Effects of spatial resolution on a raster based model of flood flow.” J. Hydrol., 253(1–4), 239–249.
Hunter, N. M., Bates, P. D., Horritt, M. S., and Wilson, M. D. (2007). “Simple spatially-distributed models for predicting flood inundation: A review.” Geomorphology, 90(3-4), 208–225.
Jain, S. K., Agarwal, P. K., and Singh, V. P. (2007). Hydrology and water resources of India, Springer, Dordrecht, Netherlands.
Kale, V. S. (2007). “Geomorphic effectiveness of extraordinary floods on three large rivers of the Indian Peninsula.” Geomorphology, 85(3-4), 306–316.
Kale, V. S., and Hire, P. S. (2004). “Effectiveness of monsoon floods on the Tapi River, India: Role of channel geometry and hydrologic regime.” Geomorphology, 57(3–4), 275–291.
Kale, V. S., and Hire, P. S. (2007). “Temporal variations in the specific stream power and total energy expenditure of monsoonal river: The Tapi River, India.” Geomorphology, 92(3–4), 134–146.
Leopardi, A., Oliveri, E., and Greco, M. (2002). “Two-dimensional modeling of floods to map risk-prone areas.” J. Water Resour. Plann. Manage., 168–178.
Lindner, G. A., and Miller, A. J. (2012). “Numerical modeling of stage-discharge relationship in urban streams.” J. Hydrol. Eng., 590–596.
Madsen, H. (2000). “Automatic calibration of a conceptual rainfall-runoff model using multiple objectives.” J. Hydrol., 235(3–4), 276–288.
Magilligan, F. J. (1992). “Thresholds and the spatial variability of flood power during extreme floods.” Geomorphology, 5(3–5), 373–390.
Mah, D. Y. S., Putuhena, F. J., and Lai, S. H. (2011). “Modelling the flood vulnerability of deltaic Kuching City, Malaysia.” Nat. Hazard., 58(3), 865–875.
Majewski, W. (2008). “Urban flash flood in Gdańsk—2001; solutions and measures for city flood management.” Int. J. River Basin Manage., 6(4), 357–367.
Mignot, E., Paquier, A., and Haider, S. (2006). “Modeling floods in a dense urban area using 2D shallow water equations.” J. Hydrol. 327(1–2), 186–199.
Mosley, M. P., and McKerchar, A. I. (1992). “Streamflow.” Handbook of hydrology, Maidment D. R., ed., McGraw Hill, New York.
Mu, J., and Zhang, X. (2007). “Real time flood forecasting method with 1D unsteady flow model.” J. Hydrodyn. Ser. B, 19(2), 150–154.
Nandalal, K. D. W. (2009). “Use of hydrodynamic model to forecast floods of Kalu river in Sri Lanka.” J. Flood Risk Manage., 2(3), 151–158.
Neal, J. C., Bates, P. D., Fewtrell, T. M., Hunter, N. M., Wilson, M. D., and Horitt, M. S. (2009). “Distributed whole city water level measurements from the Carlisle 2005 urban flood event and comparison with hydraulic model simulations.” J. Hydrol., 368(1–4), 42–55.
O’Brien, J. S., Julien, P. Y., and Fullerton, W. T. (1993). “Two-dimensional water flood and mudflow simulation.” J. Hydraul. Eng., 244–261.
Pappenberger, F., Beven, K. J., Ratto, M., and Matgen, P. (2008). “Multi-method global sensitivity analysis of flood inundation models.” Adv. Water Resour., 31(1), 1–14.
Pappenberger, F., Frodsham, K., Beven, K., Romanowicz, R., and Matgen, P. (2007). “Fuzzy set approach to calibrating distributed flood inundation models using remote sensing observations.” Hydrol. Earth Syst. Sci., 11(2), 739–752.
Patro, S., Chatterjee, C., Mohanty, S., and Singh, R. (2009). “Flood inundation modeling using MIKE FLOOD and remote sensing data.” J. Indian Soc. Remote Sens., 37(1), 107–118.
Paz, A. R., Bravo, J. M., Allasia, D., Collischonn, W., and Tucci, C. E. M. (2010). “Large-scale hydrodynamic modeling of a complex river network and floodplains.” J. Hydrol. Eng., 152–165.
Pramanik, N., Panda, R., and Sen, D. (2010). “One dimensional hydrodynamic modeling of river flow using DEM extracted river cross-section.” Water Resour. Manage., 24(5), 835–852.
Prestininzi, P., Di Baldassarre, G., Schumann, G., and Bates, P. D. (2011). “Selecting the appropriate hydraulic model structure using low-resolution satellite imagery.” Adv. Water Resour., 34(1), 38–46.
Schumann, G., Di Baldassarre, G., Alsdorf, D., and Bates, P. D. (2010). “Near real-time flood wave approximation on large rivers from space: Application to the River Po, Italy.” Water Resour. Res., 46(5), W05601.
Shahapure, S. S., Eldho, T. I., and Rao, E. P. (2010). “Coastal urban flood simulation using FEM, GIS and remote sensing.” Water Resour. Manage., 24(13), 3615–3640.
Smith, J. A., Miller, A. J., Baeck, M. L., Nelson, P. A., Fisher, G. T., and Meierdiercks, K. L. (2005). “Extraordinary flood response of a small urban watershed to short-duration convective rainfall.” J. Hydrometeorol., 6(5), 599–617.
Subramanya, K. (1998). Flow in open channels, Tata Mc-Graw-Hill, New Delhi, India.
Thakar, G. (2007). “People’s committee on Gujarat Floods 2006: A report.” Unique offset, Ahmedabad, Gujarat, India (in Gujarati).
Timbadiya, P. V. (2012). “Development of 1D-2D integrated hydrody namic model for river flood prediction in coastal urban floodplain.” Ph.D. thesis, SVNIT-Surat, Surat, Institute of National Importance, Government of India, India.
Timbadiya, P. V., Mirajkar, A. B., Patel, P. L., and Porey, P. D. (2013). “Identification of trend and probability distribution for time series of annual peak flow in Tapi Basin, India.” ISH J. Hydraul. Eng., 19(1), 11–20.
Timbadiya, P. V., Patel, P. L., and Porey, P. D. (2011). “HEC-RAS based hydrodynamic model in prediction of stages of lower Tapi River.” ISH J. Hydraul. Eng., 17(2), 110–117.
Timbadiya, P. V., Patel, P. L., and Porey, P. D. (2014). “One-dimensional hydrodynamic modeling of flooding and stage hydrographs in the lower Tapi River in India.” Curr. Sci., 106(5), 708–716.
Tingsanchali, T., and Dey, A. K. (2000). “Flood simulation model study for Ganges River, Bangladesh.” Proc., International Water Resources Association (IWRA) Xth World Water Congress, Melbourne, Australia, 841–848.
van der Sande, C. J., de Jong, S. M., and de Roo, A. P. J. (2003). “A segmentation and classification approach of IKONOS-2 imagery for land cover mapping to assist flood risk and flood damage assessment.” Int. J. Appl. Earth Obs. Geoinf., 4(3), 217–229.
Vijay, R., Sargoankar, A., and Gupta, A. (2007). “Hydrodynamic simulation of river Yamuma for riverbed assessment: A case study of Delhi region.” Environ. Monit. Assess., 130, 381–387.
Werner, M., Blazkova, S., and Petr, J. (2005). “Spatially distributed observations in constraining inundation modelling uncertainties.” Hydrol. Processes, 19(16), 3081–3096.
Werner, M. G. F. (2004). “A Comparison of flood extent modelling approaches through constraining uncertainties on gauge data.” Hydrol. Earth Syst. Sci., 8(6), 1141–1152.
Wilson, C. A. M. E., Bates, P. D., and Hervouet, J.-M. (2002). “Comparison of turbulence models for stage-discharge rating curve prediction in reach-scale compound channel flows using two-dimensional finite element methods.” J. Hydrol., 257(1–4), 42–58.
Yoshida, H., and Dittrich, A. (2002). “1D unsteady-state flow simulation of a section of the upper Rhine.” J. Hydrol., 269(1–2), 79–88.
Zhang, M., and Shen, Y. (2007). “Study and application of steady flow and unsteady flow mathematical model for channel networks.” J. Hydrodyn. Ser. B, 19(5), 572–578.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 20Issue 2February 2015

History

Received: Nov 30, 2013
Accepted: May 19, 2014
Published online: Jul 23, 2014
Discussion open until: Dec 23, 2014
Published in print: Feb 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

P. V. Timbadiya [email protected]
Assistant Professor, Civil Engineering Dept., S. V. National Institute of Technology-Surat, Surat, Gujarat 395007, India (corresponding author). E-mail: [email protected]
P. L. Patel [email protected]
Professor, Civil Engineering Dept., S. V. National Institute of Technology-Surat, Surat, Gujarat 395007, India. E-mail: [email protected]
P. D. Porey [email protected]
Director, S. V. National Institute of Technology-Surat, Surat, Gujarat 395007, India. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share