Flood inundation simulation in a river basin using a physically based distributed hydrologic model

Hydrological Processes

Volumn 14, Issue 3, 2000, Pages 497-519

  Dutta, Dushmanta ^a   Herath, Srikantha ^a   Musiake, Katumi ^a  

^a UNIVERSITY OF TOKYO   (Japan)

Author keywords

Distributed hydrologic model; Ichinomiya river basin; Simulation of flood inundation

Indexed keywords

CHANNEL FLOW; COMPUTER SIMULATION; EMBANKMENTS; EVAPOTRANSPIRATION; FLOOD CONTROL; FLOODS; MATHEMATICAL MODELS; RIVERS; STREAM FLOW;

HYDROLOGICAL MODEL;

HYDROLOGY;

EVAPOTRANSPIRATION; FLOODING; HYDROLOGICAL MODELING; RIVER BASIN; SATURATED ZONE; UNSATURATED ZONE;

JAPAN;

EID: 0034724050     PISSN: 08856087     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-1085(20000228)14:3<497::AID-HYP951>3.0.CO;2-U     Document Type: Article

References (14)

1. Akan AO, Yen BC. 1981. Diffusive-wave flood routing in channel networks. Journal of the Hydraulics Division, ASCE 107(HY6), 719-731.
2. Cui G, Williams B. 1998. Downstream characteristic Lagrangian hybrid method for flows in open channels. Journal of Hydraulic Research 36: 379-396.
3. Fennema RJ, Chaudhry MH. 1989. Implicit methods for two-dimensional unsteady free-surface flows. Journal of Hydraulic Research 27: 321-332.
4. Field WG, Lambert MF, Williams BJ. 1998. Energy and momentum in one dimensional open channel flow. Journal of Hydraulic Research 36: 29-42.
5. Fread DL. 1988. The NWS DAMBREAK model: Theoretical background/user documentation. National Weather Service (NWS), NOAA: Silver Spring, Maryland.
6. Gee DM, Anderson MG, Baird L. 1990. Two-dimensional floodplain modeling. In Hydraulic Engineering, Proceedings of the 1990 National Conference, Hydraulic Division, ASCE: Boston, MA; 773-778.
7. Herath S, Hirose N, Musiake K. 1990. A computer package for the estimation of infiltration capacities of shallow infiltration facilities. Proceedings of the Fifth International Conference on Urban Storm Drainage; 111-118.
8. Inoue K, Nakagawa H, Toda K. 1994. Numerical analysis of overland flood flows by means of one-and two-dimensional models. Proceedings of the 5th JSPS-VCC Seminar on Integrated Engineering 'Engineering Achievement and Challenges', DRPI, Kyoto University: Kyoto, Japan; 388-397.
9. Iwasa Y, Inoue K. 1982. Mathematical simulations of channel and overland flood flows in view of flood disaster engineering. Natural Disaster Science 4: 1-30.
10. Jha R, Herath S, Musiake K. 1997. Development of IIS distributed hydrological model (IISDHM) and its application in Chao Phraya river basin, Thailand. Annual Journal of Hydraulic Engineering, JSCE 41: 227-232.
11. Rahman M, Chaudhry MH. 1997. Computation of flow in open-channel transitions. Journal of Hydraulic Research 35: 243-256.
12. Samules PG. 1985. Modeling of river and floodplain flow using the finite element method. Hydraulic Research, Technical Report No. SR61: Wallingford, UK.
13. Tarboton DG, Bras RL, Rodreguez-Iturbe I. 1991. On the extraction of channel networks from digital elevation data. Hydrological Processes 5: 81-100.
14. Zhang W, Cundy TW. 1989. Modeling of two-dimensional overland flow. Water Resources Research 25: 2019-2035.