One- and two-dimensional modelling of overland flow in semiarid shrubland, Jornada basin, New Mexico

Hydrological Processes

Volumn 20, Issue 5, 2006, Pages 1027-1046

  Howes, David A ^a   Abrahams, Athol D ^b   Pitman, E Bruce ^b  

^a Compliance Services International ^*  (United States)

^b UNIVERSITY AT BUFFALO   (United States)

Author keywords

Drainage basin; Hydrology; Infiltration; Overland flow; Runoff

Indexed keywords

CATCHMENTS; COMPUTER SIMULATION; FINITE DIFFERENCE METHOD; INFILTRATION; MATHEMATICAL MODELS; RAIN; RUNOFF; WATERSHEDS; WAVE EQUATIONS;

KINEMATIC WAVE EQUATION; OVERLAND FLOW; PARAMETER MODELS;

HYDROLOGY;

CATCHMENTS; COMPUTER SIMULATION; FINITE DIFFERENCE METHOD; HYDROLOGY; INFILTRATION; MATHEMATICAL MODELS; RAIN; RUNOFF; WATERSHEDS; WAVE EQUATIONS;

ONE-DIMENSIONAL MODELING; OVERLAND FLOW; SHRUBLAND; TWO-DIMENSIONAL MODELING;

NEW MEXICO; NORTH AMERICA; UNITED STATES;

EID: 33645137188     PISSN: 08856087     EISSN: 10991085     Source Type: Journal    
DOI: 10.1002/hyp.5922     Document Type: Article

References (38)

1. Abrahams AD, Neave M, Schlesinger WH, Wainwright J, Howes DA, Parsons AJ. 2005. Fluxes of water and materials: processes and controls. In Structure and Function of a Chihuahuan Desert Ecosystem: The Jornada Basin Long-Term Research Site, Schlesinger WH, Huenneke L, Havstad K (eds). Oxford University Press: Oxford, UK.
2. Baird AJ. 1997. Overland flow generation and sediment mobilisation by water. In Arid Zone Geomorphology: Process, Form and Change in Drylands, second edition, Thomas DSG (ed.). Wiley: New York; 153-215.
3. Bathurst JT. 1986. Physically-based distributed modelling of an upland catchment using the Système Hydrologique Européen. Journal of Hydrology 87: 79-102.
4. Beven K. 1989. Changing ideas in hydrology - the case of physically-based models. Journal of Hydrology 105: 157-172.
5. Chow VT. 1959. Open Channel Hydraulics. McGraw-Hill: London.
6. Davis SF. 1988. Simplified second-order Godunov-type methods. SIAM Journal of Scientific and Statistical Computing 9: 445-473.
7. ESRI. 1998. ArcInfo User Manual. Environmental Systems Research Institute, Inc.: Redlands, CA.
8. Flanagan DC, Nearing MA (eds). 1995. USDA-water erosion prediction project hillslope profile and watershed model documentation. NSERL Report 10, National Soil Erosion Laboratory, West Lafayette, IN.
9. Freeze RA. 1980. A stochastic-conceptual analysis of rainfall-runoff processes on a hillslope. Water Resources Research 16: 391-408.
10. Gao X, Sorooshian S, Goodrich DC. 1993. Linkage of a GIS to a distributed rainfall-runoff model. In Environmental Modeling with GIS, Goodchild MF, Parks BO, Steyaert LT (eds). Oxford University Press: New York; 182-187.
11. Goodrich DG, Woolhiser DA, Keefer TO. 1991. Kinematic routing using finite elements on a triangular irregular network. Water Resources Research 27: 995-1003.
12. Grayson RB, Moore ID, McMahon TA. 1992a. Physically based hydrologic modeling 1. A terrain-based model for investigative purposes. Water Resources Research 28: 2639-2658.
13. Grayson RB, Moore ID, McMahon TA. 1992b. Physically based hydrologic modeling 2. Is the concept realistic? Water Resources Research 28: 2659-2666.
14. Howes DA, Abrahams AD. 2003. Modeling runoff and runon in a desert shrubland ecosystem, Jornada basin, New Mexico. Geomorphology 53: 45-73.
15. Martinez-Meza E, Whitford WG. 1996. Stemflow, throughfall and channelization of stemflow by roots in three Chihuabuan desert shrubs. Journal of Arid Environments 32: 271-287.
16. Moore ID, Grayson RB. 1991. Terrain-based catchment partitioning and runoff prediction using vector elevation data. Water Resources Research 27: 1177-1191.
17. Navar J, Bryan R. 1990. Interception loss and rainfall redistribution by three semi-arid growing shrubs in northeastern Mexico. Journal of Hydrology 115: 51-63.
18. Nielsen DR, Biggar JW, Erh KT. 1973. Spatial variability of field measured soil-water, properties. Hilgardia 42: 215-260.
19. Noy-Meir I. 1985. Desert ecosystem structure and function. In Hot Deserts and Arid Shrublands, Evanari M, Noy-Meir I, Goodall DW (eds). Elsevier: Amsterdam; 93-103.
20. Onstad CA, Brakensiek DL. 1968. Watershed simulation by the stream path analogy. Water Resources Research 4: 965-971.
21. Parsons AJ, Wainwright J, Abrahams AD, Simanton JR. 1997. Distributed dynamic modelling of interrill overland flow. Hydrological Processes 11: 1838-1859.
22. Ponce VM. 1991. The kinematic wave controversy. Journal of Hydraulic Engineering 117: 511-525.
23. Refsgaard JC. 1997. Parameterisation, calibration and validation of distributed hydrological models. Journal of Hydrology 198: 69-97.
24. Refsgaard JC, Storm B. 1996. Construction, calibration and validation of hydrological models. In Distributed Hydrological Modelling, Abbott MB, Refsgaard JC (eds). Kluwer: Dordrecht, The Netherlands; 41-54.
25. Reynolds JF, Virginia RA, Schlesinger WH. 1997. Defining functional types for models of desertification. In Plant Functional Types: Their Relevance to Ecosystem Properties and Global Change, Smith TM, Shugart HH, Woodward FI (eds). Cambridge University Press: Cambridge, UK; 194-214.
26. Saint Venant B de. 1871. Theory of unsteady water flow, with application to river floods and to propagation of tides in river channels. French Academy of Science 73.
27. Schlesinger WH, Jones CS. 1984. The comparative importance of overland runoff and mean annual rainfall to shrub communities of the Mojave Desert. Botanical Gazette 145: 116-124.
28. Schlesinger WH, Abrahams AD, Parsons AJ, Wainwright J. 1999. Nutrient losses in runoff from grassland and shrubland habitats in southern New Mexico: 1. Rainfall simulation experiments. Biogeochemistry 45: 21-34.
29. Scoging HM, Parsons AJ, Abrahams AD. 1992. Application of a dynamic overland-flow hydraulic model to a semi-arid hillslope, Walnut Gulch, Arizona. In Overland Flow Hydraulics and Erosion Mechanics, Parsons AJ, Abrahams AD (eds). UCL Press: London, UK; 105-145.
30. Sherman B, Singh VP. 1976. A distributed converging overland flow model: 1. Mathematical solutions. Water Resources Research 12: 889-896.
31. Singh VP. 1996. Kinematic Wave Modeling in Water Resources: Surface-Water Hydrology. John Wiley: New York.
32. Smith RE, Parlange J-Y. 1978. A parameter-efficient hydrologic infiltration model. Water Resources Research 14: 533-538.
33. Smith RE, Goodrich DG, Woolhiser DA, Unkrich CL. 1995. KINEROS - KINematic runoff and EROSion model. In Computer Models of Watershed Hydrology, Singh VP (ed.). Water Resources Publications: Fort Collins, CO; 697-732.
34. Springer EP, Cundy TW. 1987. Field scale evaluation of infiltration parameters, from soil texture for hydrologic analysis. Water Resources Research 23: 325-341.
35. Tarboton DG. 1997. A new method for the determination of flow directions and upslope areas in grid digital elevation models. Water Resources Research 33: 309-319.
36. Vertessy RA, Hatton TJ, O'Shaughnessy PJ, Jayasuriya MDA. 1993. Predicting water yield from a mountain ash forest catchment using a terrain analysis based catchment model. Journal of Hydrology 150: 665-700.
37. Woolhiser DA, Smith RE, Goodrich DC. 1990. KINEROS: A Kinematic Runoff and Erosion Model: Documentation and User Manual. US Department of Agriculture, Agricultural Research Service Report No. 77, Fort Collins, CO.
38. Zhang W, Cundy TW. 1989. Modeling of two-dimensional overland flow. Water Resources Research 25: 2019-2035.