Urban Flood Inundation Model for High Density Building Area

Author:

Farid Mohammad, ,Mano Akira,Udo Keiko,

Abstract

In this paper, the development of a flood inundation model considering the effect of buildings in dense urban areas is purposed. A 2D overland flow model is coupled with a 1D channel model to simulate flood inundation with an exchange of flow between rivers and surface floodplains. The momentum equation in the overland flow model is modified in order to consider urban flood characteristics. The “sharing rate,” which is defined as the occupancy area of building in each grid of a model domain, is applied to represent the effect of a building Drag force that occurs due to the reaction of force acting on a building is included. Hydrological processes are accommodated by combining a tank model in outsource terms. The model is applied to the downstream part of the Ciliwung River basin where Jakarta, the capital city of Indonesia, is located. Results regarding the water level and inundation map are compared with observed data and show fair agreement.

Publisher

Fuji Technology Press Ltd.

Subject

Engineering (miscellaneous),Safety, Risk, Reliability and Quality

Reference12 articles.

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3. W. F. Li, Q. W. Chen, and J. Q. Mao, “Development of 1D and 2D coupled model to simulate urban inundation: An application to Beijing Olympic Village,” Chinese Sci. Bull., Vol.54, No.9, pp. 1613-1621, 2009.

4. V. Tayefi, S. N. Lane, R. J. Hardy, and D. Yu, “A comparison of oneand two- dimensional approaches to modeling flood inundation over complex upland floodplains,” Hydrol. Processes 21, pp. 3190-3202, 2007.

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