Distributed flood simulations with coupling gauge observations and radar-rainfall estimates

Water Resources Management

Volumn 22, Issue 7, 2008, Pages 843-859

  Shih, Dong Sin ^a   Li, Ming Hsu ^b   Wu, Ray Shyan ^b  

^a NATIONAL CENTER FOR HIGH PERFORMANCE COMPUTING   (Taiwan)

^b NATIONAL CENTRAL UNIVERSITY   (Taiwan)

Author keywords

Distributed parameter model; Flood routing; High resolution precipitation; Overland flow; Radar rainfall

Indexed keywords

INTERPOLATION; METEOROLOGICAL RADAR; RAIN; RESERVOIRS (WATER); WATERSHEDS;

ALTERNATING DIRECTION EXPLICIT SCHEME; FLOOD ROUTING; OVERLAND FLOW;

FLOODS;

FLOODS; INTERPOLATION; METEOROLOGICAL RADAR; RAIN; RESERVOIRS (WATER); WATERSHEDS;

COMPUTER SIMULATION; FLOOD ROUTING; HYDRODYNAMICS; HYDROLOGICAL MODELING; OVERLAND FLOW; PRECIPITATION (CLIMATOLOGY); RADAR; RAINFALL; RAINGAUGE;

EID: 44649143114     PISSN: 09204741     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11269-007-9195-7     Document Type: Article

References (40)

1. Akan AO, Yen BC (1981) Diffusion-wave flood routing in channel networks. J Hydraul Div 107(6):719-732
2. Battan LJ (1973) Radar Observation of the Atmosphere. University of Chicago press, Chicago, Illinois, 323
3. Brandes EA (1974) Optimising rainfall estimates with the aid of radar. J Appl Meteorol 14:1339-1345
4. Bruneau P, Gascuelodoux C, Robin P, Merot P, Bevin K (1995) Sensitivity to space and time resolution of hydrological model using digital elevation data. Hydrol Process 9(1):69-81
5. Chang WY (2002) Analyzing the raindrop size distribution by distrometer -as Typhoon Nari for case study. Thesis for Master of Science, Department of Atmospheric Sciences, National Central University, Taiwan. 95 pp. (in Chinese)
6. Dutta D, Herath S, Musiake K (2000) Flood inundation simulation in river basin using a physically based distributed hydrological model. Hydrol Process 14:497-519
7. Feldman AD (1981) HEC models for water resources system simulation: theory and experience. Adv Hydrosci 12:297-423
8. Fennema RJ, Neidrauer CJ, Johnson RA, MacVictor TK, Perkins WA (1994). A computer model to simulate natural everglades hydrology. In: Davis SM, Ogden JC (eds) Everglades, the Ecosystem and its Restoration, St. Lucie Press, p249-289
9. Fread DL, Lewis JM (1988) FLDWAV: A generalized flood routing model. Hydraulic Engineering, Proceedings of 1988 conference, HY Div, ASCE, Colorado Springs, CO, 668-673
10. Fulton RA, Breidenbach JP, Seo D-J, Miller DA, O'Bannon T (1998) The WSR-88D rainfall algorithm. Weather Forecast 13:377-395
11. Horritt MS, Bates PD (2001) Effects of Spatial resolution on a raster based of flood flow. J Hydrol 253:239-249
12. Hromadka TV II, Lai C (1985) Solving the two-dimensional diffusion flow model. Proc. Spec. Conf., sponsored by the Hydr. Div. of ASCE, Lake Buena Vista, FL
13. Hromadka TV II, Yen CL (1986) A diffusion hydrodynamic model (DHM). Adv Water Resour 9:118-169
14. Hsu MH (1992) Simulation of inundation with overflow on Levee along Keelung River. Urban Storm Drainage. Proceedings of the CCNAA-AIT Joint Seminar on Prediction and Damage Mitigation on Meteorological Induced National Disasters, Taiwan, 353-363
15. Hsu NS, Wei CC (2007) A multipurpose reservoir real-time operation model for flood control during typhoon invasion. J Hydrol 336:282-293
16. Hsu MH, Lai JS, Yen CL (1990) Two-dimensional inundation model for Taipei city. Proceedings of Fifth International Conference on Urban Storm Drainage, Osaka, Japan, 169-174
17. Hsu MH, Chen SH, Chang TJ (2000) Inundation simulation for urban drainage basin with storm sewer system. J Hydrol 234:21-37
18. Huang CY (2002) On the sustainable indicators of major reservoir watersheds in Taiwan. Thesis for Master of Science, Department of Civil Engineering, National Central University, Taiwan. 121 pp. (in Chinese)
19. Huber WC, Dickinson RE (1988) Storm Water Management Model. User's Manual Ver. IV, US Environmental Protection Agency
20. Jayatilaka CJ, Storm B, Mudgway LB (1998) Simulation of water flow on irrigation bay scale with MIKE-SHE. J Hydrol 208:108-130
21. Jia Y, Ni G, Yoshitani J, Kawahara Y, Kinouchi T (2002) Coupling simulation of water and energy budgets and analysis of urban development impact. J Hydrol Eng 7:302-311
22. Jian MY (1999) Flood and Inundation Model for Yen-Shui Creek Basin. Thesis for Master of Science, Institute of Agricultural Engineering, National Taiwan University, Taiwan. 80 pp. (in Chinese)
23. Joss JK, Thomas JC, Waldvogel A (1968) The accuracy of daily rainfall measurement by radar. Preprints, 13th Radar Meteorology Conference, Montreal, American Meteorological Society, pp. 448-451
24. Larson LW, Peck EL (1974) Accuracy of precipitation measurements for hydrological modeling. Water Resour Res 10(4):857-863
25. Leavesley GH, Lichty RW, Troutman BM, Saindon LG (1983) Precipitation-runoff modeling system. User's Manual. U.S. Geological Survey Water-Resources Investigations Report. No. 83-4238, 207 pp., Denver
26. Li MH, Yang MJ, Soong RT, Huang HL (2005) Simulating typhoon floods with gauge data and mesoscale-modeled rainfall in a mountainous watershed. J Hydrometeorol 6:306-323
27. Molnár DK, Julien PY (2000) Grid-Size effects on surface runoff modeling. J Hydrol Eng 5:9-16
28. Montgomery D, Zhang W (1994) Digital elevation model grid size, landscape representation and hydrologic simulation. Water Resour Res 30(4):1019-1028
29. Sevruk B (1982). Method of correction for systematic error in point precipitation measurement for operational use. WMO 589, 91 pp., World Meteorology. Organ., Geneva
30. Sevruk B (1989) Reliability of precipitation measurement, in Proceedings of International Workshop on Precipitation Measurement, edited by B. Sevruk. 13-19, World Meteorology. Organ., Geneva
31. Stout GE, Neill JC (1953) Utility of radar in measuring intensity by radar. Bull Am Meteorol Soc 34:21-27
32. Subramanya K (1997) Flow in Open Channels, 2rd Ed. The McGraw-Hill Publishing Company Limited, New Delhi
33. Tayfur G, Kavvas ML, Govindaraju RS, Storm DE (1993) Applicability of St. Venant equations for two-dimensional overland flows over rough infiltrating surface. J Hydraul Eng (ASCE) 119(1):51-63
34. Thieken AH, Lucke A, Diekkruger B, Richter O (1999) Scaling input data by GIS for hydrological modeling. Hydrol Process 13(4):611-630
35. Thiessen AH (1991) Precipitation averages for large areas. Mon Weather Rev 39(7):1082-1084
36. Vieux BE (1993) DEM aggregation and smoothing effects on surface runoff modeling. J Comput Civ Eng (ASCE) 7(3):310-338
37. Yen CL, Hsu MS, Lai JS (1989) Two-dimensional unsteady flow simulation in flow plain - a comparison between ADE and SES methods. Proceedings of the Computer Applications in Civil and Hydraulic Engineering, Taipei, 1-18
38. Wasantha Lal AM (1998) Performance comparison of overland flow algorithms. J Hydraul Eng (ASCE) 124(4):342-349
39. Wu RS, Chen CH, Shih DS (2007) A Comparison of gauge and radar-derived rainfall in a land falling typhoon in Taiwan. J Am Water Resour Assoc 43(2):281-294
40. Zawadzki I (1975) On radar-rain gauge comparison. J Appl Meteorol 14:1430-1436