Effects of storm direction and duration on infiltrating planar flow with partial coverage

Hydrological Processes

Volumn 19, Issue 4, 2005, Pages 969-992

  Singh, V P ^a  

^a LOUISIANA STATE UNIVERSITY   (United States)

Author keywords

Discharge hydrograph; Infiltrating plane; Moving storm; Overland flow; Peak discharge; Rainfall runoff; Storm direction; Time to peak

Indexed keywords

CATCHMENTS; HYDROLOGY; KINEMATICS; VELOCITY MEASUREMENT; WAVE EQUATIONS;

HYDROGRAPHS; INFILTRATING PLANE; KINEMATIC WAVE EQUATIONS; STORM DIRECTION;

STORMS;

HYDROGRAPH; INFILTRATION; OVERLAND FLOW; PEAK FLOW; RAINFALL-RUNOFF MODELING; RIVER DISCHARGE; STORM TRACK;

EID: 14844346985     PISSN: 08856087     EISSN: None     Source Type: Journal    
DOI: 10.1002/hyp.5554     Document Type: Article

References (18)

1. Foroud N, Broughton RS, Austin GL. 1984. The effects of a moving rainstorm on direct runoff properties. Water Resources Bulletin 20(1): 87-91.
2. Jensen M. 1984. Runoff pattern and peak flows from moving block rains based on a linear time-area curve. Nordic Hydrology 15: 155-168.
3. Marcus N. 1968. A laboratory and analytical study of surface runoff under moving rainstorms. Unpublished PhD thesis, University of Illinois, Urbana, Illinois.
4. Maksimov VA. 1964. Computing runoff produced by a heavy rainstorm with a moving center. Soviet Hydrology 5: 510-513.
5. Ngirane-Katashaya GG, Wheater HS. 1985. Hydrograph sensitivity to storm kinematics. Water Resources Research 21(3): 337-345.
6. Niemczynowicz J. 1984a. Investigation of the influence of rainfall movement on runoff hydrograph: Part I. Simulation of conceptual catchment. Nordic Hydrology 15: 57-70.
7. Niemczynowicz J. 1984b. Investigation of the influence of rainfall movement on runoff hydrograph: Part II. Simulation of real catchments in the city of Lund. Nordic Hydrology 15: 71-84.
8. Ogden FL, Richardson JR, Julien PY. 1995. Similarity in catchment response: 2. Moving rainstorms. Water Resources Research 31 (6): 1543-1547.
9. Roberts MC, and Klingman PC. 1970. The influence of landform and precipitation parameters on flood hydrographs. Journal of Hydrology 11: 393-411.
10. Sargent DM. 1981. An investigation into the effects of storm movement on the design of urban drainage systems: Part 1. The Public Health Engineer 9: 201-207.
11. Sargent DM. 1982. An investigation into the effects of storm movement on the design of urban drainage systems: Part 2. Probability analysis. The Public Health Engineer 10(2): 111-117.
12. Singh VP. 1996. Kinematic Wave Modeling in Water Resources: Surface Water Hydrology. Wiley: New York; 1399 pp.
13. Singh VP. 1997. Effect of spatial and temporal variability in rainfall and watershed characteristics on streamflow hydrograph. Hydrological Processes 11: 1649-1669.
14. Singh VP. 1998. Effect of the direction of storm movement on planar flow. Hydrological Processes 12: 147-170.
15. Singh VP. 2002. Effect of the duration of storm movement on infiltrating planar flow with full areal coverage. Hydrological Processes 16: 1479-1511.
16. Stephenson D. 1984. Kinematic study of effects of storm dynamics on runoff hydrographs. Water SA 10(4): 189-196.
17. Surkan AJ. 1974. Simulation of storm velocity effects of flow from distributed channel network. Water Resources Research 10(6): 1149-1160.
18. Yen BC, Chow VT. 1968. A Study of Surface Runoff due to Moving Rainstorms. Hydraulic Engineering Series No. 17, Department of Civil Engineering, University of Illinois: Urbana, IL; 112 pp.