WBNM - A computer software package for flood hydrograph studies

Environmental Software

Volumn 11, Issue 1-3, 1996, Pages 167-172

  Boyd, M J ^a   Rigby, E H ^b   VanDrie, R ^c  

^a UNIVERSITY OF WOLLONGONG   (Australia)

^b Forbes Rigby Consulting Engineers   (Australia)

^c Wingecarribee Shire Council   (Australia)

Author keywords

Computer model; Design flood; Detention basin; Flood hydrograph; Graphics; Natural catchment; Storage reservoir routing; Urban catchment

Indexed keywords

CHANNEL FLOW; COMPUTER GRAPHICS; COMPUTER SOFTWARE; HYDROLOGY; QUALITY ASSURANCE; RAIN; RESERVOIRS (WATER); RUNOFF;

FLOOD HYDROGRAPHS; NATURAL CATCHMENT; RAINFALL HYETOGRAPHS; SOFTWARE PACKAGE WATERSHED BOUNDED NETWORK MODEL (WBNM); STORAGE RESERVOIR ROUTING; URBAN CATCHMENT; URBAN CATCHMENTS; WATERSHED BOUNDED NETWORK MODEL (WBNM);

FLOODS;

CHANNEL ROUTING; COMPUTER PROGRAM; FLOOD HYDROGRAPH; FLOW ROUTING; HYDROLOGICAL MODEL; RAINFALL/RUNOFF MODEL; RUNOFF; WBNM;

EID: 0030439059     PISSN: 02669838     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-9838(96)00042-1     Document Type: Article

References (12)

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2. Askew, A. J. (1970) Derivation of formulae for variable lag time. Journal of Hydrology, 10, 225-242.
3. Boyd, M. J. (1987) Head-discharge relations for culverts. Proc. 21st Congress International Association for Hydraulic Research, Vol. 6 Keynote Addresses, pp. 118-122.
4. Boyd, M. J., Bates, B. C., Pilgrim, D. H. and Cordery, I. (1987) WBNM - a general runoff routing model. University of New South Wales Water Research Laboratory Report 170.
5. Boyd, M. J., Bufill, M. C. and Knee, R. M. (1993) Pervious and impervious runoff in urban catchments. Hydrological Sciences Journal, 38(6), 463-478.
6. Boyd, M. J. and Cordery, I. (1989) A study of design parameters for flood hydrograph models. Hydrology and Water Resources Symposium, Institution of Engineers, Australia, National Conference Publication 89/19, pp. 119-123.
7. Boyd, M. J., Pilgrim, D. H. and Cordery, I. (1979) A storage routing model based on catchment geomorphology. Journal of Hydrology, 42, 209-230.
8. Bureau of Meterology (1994) The Estimation of Probable Maximum Precipitation in Australia. Generalised Short-Duration Method. Australian Government Publishing Service, Canberra.
9. Institution of Engineers, Australia (1987) Australian Rainfall and Runoff: A Guide to Flood Estimation.
10. Natural Environment Research Council (1975) Flood Studies Report, Vol. 1: Hydrological Studies.
11. Rao, A. R., Delleur, J. W. and Sarma, P. B. S. (1972) Conceptual hydrologic models for urbanising basins. Proc. American Society Civil Engineers, 98 (HY7), 1215-1220.
12. United States National Weather Service (1988) Probable Maximum Precipitation Estimates - US between the Continental Divide and the 103rd Meridian, Report No. 55A.