Abstract
The simulated streamflow from Thiessen average rainfall (T) and spatially distributed rainfall (R) may be significantly different from each other. To identify the hydrologic effects quantitatively, the grid-based kinematic wave storm runoff model was adopted. The model predicts temporal and spatial variations of surface and subsurface flow at each cell by calculating the water balance, and routes the streamflow to the outlet. The model was tested at the Yeoncheondam watershed (1,875 km2), one third of which belongs to North Korea. The watershed is elongated to north and south directions crossing the border. Four rain gauges cover the watershed within the territory of South Korea, while no records from North Korea are given. The simulated results showed the large differences in runoff volume and peak flow rates between T and R when rain moves in a north to south direction. The simulated results of east-to-west-direction storms showed little difference in the hydrographs. The hydrograph was strongly affected by the spatial variations of the rainfall moving along the stream of the watershed.
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References
Beasley DB, Huggins LF, Monke EJ (1980) ANSWERS: a model for watershed planning. Trans Am Soc Agric Eng 23(4):938–944
Beven KJ (1982) On subsurface stormflow: predictions with simple kinematic theory for saturated and unsaturated flows. Water Resour Res 18:1627–1633
Chaubey I, Haan CT, Salisbury JM, Grunwald S (1999) Quantifying model output uncertainty due to spatial variability of rainfall. Trans Am Soc Agric Eng 35(5):1113–1123
Choi GW, Kang HK, Park YS (2000) A study on runoff characteristics by the moving storm in the watershed using GIS (with English abstract). J Korea Water Res Assoc 33(6):793–804
Grayson RB, Bloschl G, Moore ID (1996) Distributed parameter hydrologic modeling using vector elevation data: THALES and TAPES-C. In: Singh VP (ed) Computer Models of watershed hydrology. WRP, Colorado, pp 669–696
Kim SJ (1998) Grid-based kinematic wave storm runoff model (KIMSTORM): I. Theory and model (with English abstract). J Korea Water Res Assoc 30(3):303–308
Kim SJ, Chae HS, Shin SC (1998) Grid-based kinematic wave storm runoff model (KIMSTORM): II. Application—applied to Yeoncheondam watershed (with English abstract). J Korea Water Res Assoc 30(3):309–316
Kim SJ, Steenhuis TS (2001) GRISTORM: grid-based variable source area storm runoff model. Trans Am Soc Agric Eng 41(4):863–875
Moore ID, Burch GJ (1986) Sediment transport capacity of sheet and rill flow: application of unit stream power theory. Water Resour Res 22:1350–1360
Moore ID, Foster GR (1990) Hydraulics and overland flow. In: Anderson MG, Burt TP (eds) Process studies in hillslope hydrology. Wiley, New York, pp 215–254
Rawls WJ, Brakensiek DL, Saxton KE (1982) Estimation of soil water properties. Trans Am Soc Agric Eng 25:1316–1320, 1328
Rudra RP, Dickinson WT, Von Euw EL (1993) The importance of precise rainfall inputs in nonpoint sources pollution modeling. Trans Am Soc Agric Eng 36(2):445–450
Sloan PG, Moore ID (1984) Modeling subsurface stormflow on steeply sloping forested watersheds. Water Resour Res 20:1815–1822
US Army Construction Engineering Research Laboratory (1993) GRASS 4.1 user's manual. US Army CERL, Champaign, Illinois, USA
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Kim, SJ., Kwon, HJ., Jung, IK. et al. A comparative study on grid-based storm runoff prediction using Thiessen and spatially distributed rainfall. Paddy Water Environ 1, 149–155 (2003). https://doi.org/10.1007/s10333-003-0023-2
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DOI: https://doi.org/10.1007/s10333-003-0023-2