TECHNICAL PAPERS
Oct 14, 2011

Flood Simulation in an Urban Catchment of Navi Mumbai City with Detention Pond and Tidal Effects Using FEM, GIS, and Remote Sensing

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 137, Issue 6

Abstract

Urban flooding caused by heavy rainfall and high tides is a major problem in many coastal cities. For example, major cities in India have witnessed loss of life and property, disruption to transport and power, and incidences of epidemic during monsoon, most notable among them Mumbai in 2005, Surat in 2006, and Kolkata in 2007. Thus, an effective coastal urban flood simulation tool that can be used to identify flood vulnerability locations is needed. In this paper, the flood simulation of an urban catchment of Navi-Mumbai, India, is analyzed with the help of an in-house-developed simulation model that accounts for the tidal variation with the provision of a detention pond. The model uses FEM for flood simulation and geographic information systems (GISs) and remote sensing for database preparation. Overland flow and channel flow are simulated in one dimension by using the kinematic wave and diffusion wave approximations of St. Venant’s equations. The developed models have been verified with models from the literature and found to be satisfactory. The model has been used to simulate four rainfall events of the urban catchment. Out of four events, three were nonflooding and one was a severe flooding event. For the nonflooding events, measured data were available, and the model results were satisfactory. The model could simulate the flooding event showing the flooded stretch of the channel. By using the flooding event, the location and size of the possible detention pond are also simulated and their effects have been analyzed.

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Acknowledgments

The authors are thankful to the Department of Science and Technology, New Delhi, India, for sponsoring a project related to the present study; CIDCO Engineers (Mr. S. C. Deshpande, Mr. P. P. Joshi, Mr. D. R. Hartalkar, Mr. P. U. Natesh, and Mr. V. U. Lathkar), Navi-Mumbai, India, for providing the hydrological and other data of the urban watershed considered in this study; and the anonymous reviewers and editors, whose comments helped to improve the paper significantly.

References

Akan, A. O. (1990). “Single-outlet detention-pond analysis and design.” J. Irrig. Drain Eng., 116(4), 527–536.
Akan, A. O., and Yen, B. C. (1981). “Diffusion-wave flood routing in channel network.” J. Hydraul. Eng., 107(6), 719–723.
Aral, M. M., Zhang, Y., and Shi, J. (1998). “Application of relaxation scheme to wave propagation simulation in open channel networks.” J. Hydraul. Eng., 124(11), 1125–1133.
Aronica, G. T., and Lanza, L. G. (2005). “Drainage efficiency in urban areas: A case study.” Hydrol. Process., 19(5), 1105–1119.
Aronica, G., Tucciarelli, T., and Nasello, C. (1998). “2D multilevel model for flood wave propagation in flood affected areas.” J. Water Resour. Plan. Manag. Div., 124(4), 210–217.
Bedient, P. B., and Huber, W. C. (1988). Hydrology and flood plain analysis, Addison-Wesley, London.
Blandford, G. E., and Ormsbee, E. L. (1993). “A diffusion wave finite element model for channel networks.” J. Hydrol. (Amsterdam), 142(1–4), 99–120.
Central Water and Power Research Station (CWPRS). (2001). “Mathematical model studies for prediction of effect of development of international airport on flow conditions in Panvel Creek.” Technical Rep. No. 3815, River Engineering Laboratory, Pune, India.
Chow, V. T., Maidment, D. R., and Mays, L. W. (1988). Applied hydrology, McGraw-Hill, New York.
Cunderlik, J. M. (2003). “Hydrologic model selection for the CFCAS project: Assessment of water resources risk and vulnerability to changing climatic conditions—Project Report 1, Assessment of water resources risk and vulnerability to changing climatic conditions.” Project Rep. No. 046, University of Western Ontario, London, Canada.
Desai, C. S. (1979). Elementary finite element method, Prentice-Hall, Englewood Cliffs, NJ.
Garg, N. K., and Sen, D. J. (2001). “Integrated physically based rainfall-runoff model using FEM.” J. Hydrol. Eng., 6(3), 179–188.
Gironas, J., Roesner, L. A., and Davis, J. (2009). Storm water management model application manual, U.S. EPA, Cincinnati.
Gonwa, W. S., and Kavvas, M. L. (1986). “A modified diffusion equation for flood propagation in trapezoidal channels.” J. Hydrol. (Amsterdam), 83(1–2), 119–136.
Gottardi, G., and Venutelli, M. (1993). “A control-volume finite-element model for two-dimensional overland flow.” Adv. Water Resour., 16(5), 277–284.
Gottardi, G., and Venutelli, M. (2008). “An accurate time integration method for simplified overland flow models.” Adv. Water Resour., 31(1), 173–180.
Howes, D. A., Abrahams, A. D., and Pitman, E. B. (2006). “One- and two-dimensional modeling of overland flow in semiarid shrub land, Jornada basin, New Mexico.” Hydrol. Process., 20(5), 1027–1046.
HromadkaII, T. V., De Vries, J. D., and Nestlinger, A. J. (1986). “Comparison of hydraulic routing methods for one dimensional channel routing problems.” Hydrosoft 86, Hydraulic Engineering Software Proc. of 2nd Int. Conf., M. Radojkovic, C. Maksmovic, and C. A. Brebbia, eds., Springer-Verlag, Berlin, 85–98.
Istok, J. (1989). “Groundwater modeling by the finite element method.” American Geophysical Union Water Resources Monograph Board, Washington, DC.
Jaber, F. H., and Mohtar, R. H. (2003). “Stability and accuracy of two dimensional kinematic wave overland flow modeling.” Adv. Water Resour., 26(11), 1189–1198.
Jang, S., et al. (2007). “Using SWMM as a tool for hydrologic impact assessment.” Desalination, 212(1–3), 344–356.
Jayawardena, A. W., and White, J. K. (1977). “A finite element distributed catchment model, I. Analytical basis.” J. Hydrol. (Amsterdam),34(3–4), 269–286.
Jayawardena, A. W., and White, J. K. (1979). “A finite element distributed catchment model, II. Application to real catchments.” J. Hydrol. (Amsterdam), 42(3–4), 231–249.
Kazezyılmaz-Alhan, C. M., and Medina, M. (2007). “Kinematic and diffusion waves: Analytical and numerical solutions to overland and channel flow.” J. Hydraul. Eng., 133(2), 217–228.
Kazezyılmaz-Alhan, C. M., Medina, M. A., Jr., and Prasada, R. (2005). “On numerical modeling of overland flow.” Appl. Math. Comput., 166(3), 724–740.
Lhomme, J., Bouvier, C., and Jean-Louis, P. (2004). “Applying a GIS-based geomorphological routing model in urban catchments.” J. Hydrol. (Amsterdam), 299(3–4), 203–216.
Mark, O., Apirumanekul, C., Kamal, M. M., and Praydal, P. (2001). “Modeling of urban flooding in Dhaka City.” Urban drainage modeling: Proc., Specialty Symp. Held in Conjunction with the World Water and Environmental Resources Congress, R. W. Brashear and C. Maksmovic, eds., ASCE, Orlando, FL, 333–343.
Mark, O., Weesakul, S., Apirumanekul, C., Aroonnet, S. B., and Djordjevic, S. (2004). “Potential and limitations of 1D modeling of urban flooding.” J. Hydrol. (Amsterdam), 299(3–4), 284–299.
Morris, E. M., and Woolhiser, D. A. (1980). “Unsteady one-dimensional flow over a plane: Partial equilibrium and recession hydrographs.” Water Resour. Res., 16(2), 355–360.
Naidu, V. S., and Sarma, R. V. (2001). “Numerical modeling of tide-induced currents in Thane Creek, west coast of India.” J. Waterway, Port, Coastal, Ocean Eng., 127(4), 241–244.
Natu, S. V., et al. (1991). “Technical experts committee for total review of storm water drainage system at various nodes in New Bombay and to suggest remedial measures to avoid flooding.” Navi Mumbai, India, City and Industrial Development Corporation of Maharashtra Ltd., Mumbai, India.
Nguyen, Q. K., and Kawano, H. (1995). “Simultaneous solution for flood routing in channel networks.” J. Hydraul. Eng., 121(10), 744–750.
Parlance, J. Y., et al. (1990). “Asymptotic expansion for steady state overland flow.” Water Resour. Res., 26(4), 579–583.
Ponce, V. M., Li, R.-M., and Simons, D. B. (1978). “Applicability of kinematic and diffusion models.” J. Hydraul. Div., 104(3), 353–360.
Puttaraksa, P., Sriwongsitanon, N., and Lipiwattanakarn, S. (2004). “Development of one dimensional implicit dynamic wave model.” Kasetsart J.: Nat. Sci., 38, 409–418.
Reddy, J. N. (1984). An introduction to the finite element method, McGraw Hill, New York.
Reddy, K. V., Eldho, T. I., Rao, E. P., and Hengade, N. (2007). “A kinematic-wave-based distributed watershed model using FEM, GIS and remotely sensed data.” Hydrol. Processes, 21(20), 2765–2777.
Roux, H., and Dartus, D. (2006). “Use of parameter optimization to estimate a flood wave: Potential applications to remote sensing of rivers.” J. Hydrol. (Amsterdam), 328(1–2), 258–266.
Sen, D. J., and Garg, N. K. (1998). “Efficient solution technique for dendritic channel networks using FEM.” J. Hydrol. Eng., 124(8), 831–839.
Singh, V. P. (1996). Kinematic wave modeling in water resources, Wiley-Interscience, New York.
Singh, V. P., and Aravamuthan, V. (1996). “Errors of kinematic-wave and diffusion-wave approximations for steady-state overland flows.” Catena, 27(3–4), 209–227.
Singh, V. P., Guang-te, W., and Adrian, D. D. (1997). “Flood routing based on diffusion wave equation using mixing cell method.” Hydrol. Processes, 11(14), 1881–1894.
Sivapalan, M., Bryson, C., Bates, B., Jens, E., and Larsen, C. (1997). “A generalized, non-linear, diffusion wave equation: Theoretical development and application.” J. Hydrol. (Amsterdam), 192(1–4), 1–16.
Smith, M. B. (2006). “Comment on ‘Analysis and modeling of flooding in urban drainage systems’.” J. Hydrol. (Amsterdam), 317(3–4), 355–363.
Vieux, B. E. (2001). Distributed hydrologic modeling using GIS, Kluwer Academic, Dordrecht, Netherlands.
Warner, J. C., Brunner, G. W., Wolfe, B. C., and Piper, S. S. (2010). HEC-RAS, river analysis system application guide, U.S. Army Corps of Engineers Hydrologic Engineering Center, Davis, CA.
Xian, G., and Crane, M. (2006). “An analysis of urban thermal characteristics and associated land cover in Tampa Bay and Las Vegas using Landsat satellite data.” Remote Sens. Environ., 104(2), 147–156.
Zhang, Y. (2005). “Simulation of open channel network flows using finite element approach.” Commun. Nonlinear Sci. Numer. Simul., 10(5), 467–478.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 137Issue 6November 2011
Pages: 286 - 299

History

Received: Jun 19, 2010
Accepted: Mar 22, 2011
Published online: Oct 14, 2011
Published in print: Nov 1, 2011

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S. S. Shahapure [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai 400 076, India. E-mail: [email protected]
T. I. Eldho [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai 400 076, India (corresponding author). E-mail: [email protected]
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai 400 076, India. E-mail: [email protected]

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