JKSWE

1

Ahiablame L. M., Engel B. A., Chaubey I, 2012, Representation and evaluation of low impact development practices with L-THIA-LID: An example for site planning, Environment and Pollution, Vol. 1, No. 2, pp. 1-12

2

Ajami N. K., Gupta H., Wagener T., Sorooshian S, 2004, Calibration of a semi-distributed hydrologic model for streamflow estimation along a river system, Journal of Hydrology, Vol. 298, pp. 112-135

3

Bárdossy A, 2007, Calibration of hydrological model parameters for ungauged catchments, Hydrology and Earth System Sciences, Vol. 11, pp. 703-710

4

Beven K, 2006a, A manifesto for the equifinality thesis, Journal of Hydrology, Vol. 320, pp. 18-36

5

Beven K, 2006b, Benchmark papers in storm runoff generation, IAHS press

6

Bhaduri B., Harbor J., Engel B. A., Grove M, 2000, Assessing watershed-scale, long-term hydrologic impacts of land use change using a GIS-NPS model, Environmental Management, Vol. 26, No. 6, pp. 643-658

7

Brocca L., Melone F., Moramarco T, 2008, On the estimation of antecedent wetness conditions in rainfall-runoff modelling, Hydrological Processes, Vol. 22, pp. 629-642

8

Brocca L., Melone F., Moramarco T., Singh V P, 2009, Assimilation of observed soil moisture data in storm rainfall-runoff modelling, Journal of Hydrologic Engineering, Vol. 14, No. 2, pp. 153-165

9

Chapra S C, 1997, Surface water-quality modeling, McGraw-Hill

10

Chow V. T., Maidment D. R., Mays L W, 1988, Applied hydrology, McGraw-Gill

11

Chung S. W., Gassman P. W., Kramer L. A., Williams J. R., Gu R R, 1999, Validation of EPIC for two watersheds in southwest Iowa, Journal of Environmental Quality, Vol. 28, No. 3, pp. 971-979

12

De Michele C., Salvadori G, 2002, On the derived flood frequency distribution: analytical formulation and the influence of antecedent soil moisture condition, Journal of Hydrology, Vol. 262, pp. 245-258

13

Devi G. K., Ganasri B. P., Dwarakish G S, 2015, A review on hydrological models, Aquatic Procedia, Vol. 4, pp. 1001-1007

14

Eckhardt K., Arnold J G, 2001, Automatic calibration of a distributed catchment model, Journal of Hydrology, Vol. 251, pp. 103-109

15

Green C. H., Tomer M. D., Di Luzio M., Arnold J G, 2006, Hydrologic evaluation of the soil and water assessment tool for a lager tile-drained watershed in Iowa, Transactions of the American Society of Agricultural and Biological Engineers, Vol. 49, No. 2, pp. 413-422

16

Grove M., Harbor J., Engel B. A., Muthukrinan S, 2001, Impacts of urbanization on surface hydrology. Little Eagle Creek, Indiana, and Analysis of L-THIA model sensitivity to data resolution, Physical Geography, Vol. 22, pp. 135-153

17

Gupta H. V., Kling H., Yilmaz K. K., Martinez Z F, 2009, Decomposition of the mean squared error and NSE performance criteria: implications for improving hydrological modeling, Journal of Hydrology, Vol. 377, pp. 80-91

18

Jeon J. H., Lim K. J., Engel B A, 2014, Regional calibration of SCS-CN L-THIA model: Application for ungauged basins, Water, Vol. 6, No. 5, pp. 1339-1359

19

Kim J., Lim K. J., Park Y., Heo S., Park J., Ahn J., Kim K., Choi J, 2007, The effect of slope-based curve number adjustment on direct runoff estimation by L-THIA, [Korean Literature], Journal of Korean Society on Water Environment, Vol. 23, No. 6, pp. 897-995

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Kim J., Park Y., Jeon J. H., Engel B. A., Ahn J., Park Y. K., Kim K., Choi J., Lim K J, 2007, Evaluation of L-THIA WWW direct runoff estimation with AMC adjustment, [Korean Literature], Journal of Korean Society on Water Environment, Vol. 23, No. 4, pp. 474-481

21

Kim Y., Engel B. A., Lim K. J., Larson V., Duncan B, 2002, Runoff impacts of land-use change in Indian River Lagoon watershed, Journal of Hydrologic Engineering, Vol. 7, No. 3, pp. 245-251

22

Leroy J D, 2004, Modeling lake level variations using L-THIA in the Lake Maxinkuckee watershed, Master's Thesis, Purdue University

23

Lim K. J., Engel B. A., Kim Y. S., Choi J., Kim K, 2003, L-THIA/NPS to assess the impacts of urbanization on estimated runoff and NPS pollution, [Korean Literature], Journal of the Korean Society of Agricultural Engineers, Vol. 45, No. 4, pp. 78-88

24

Lim K. J., Engel B. A., Muthukrishnan S., Harbor J, 2006, Effects of initial abstraction and urbanization on estimated runoff using CN technology, Journal of the American Water Resources Association, Vol. 42, No. 3, pp. 629-643

25

Lim K. J., Engel B. A., Tang Z., Choi J., Kim K., Muthukrishnan S., Tripathy D, 2005, Automated web GIS-based hydrograph analysis tool, WHAT, Journal of the American Water Resource Association, Vol. 41, No. 6, pp. 1407-1416

26

Michel C., Andréassian V., Perrin C, 2005, Soil conservation service curve number method: how to mend a wrong soil moisture accounting procedure?, Water Resource Research, Vol. 41, pp. 1-6

27

Moon G. W., Yoo J. Y., Kim T W, 2004, Comparing calculation techniques for effective rainfalls using NRCS-CN method: Focused on introducing weighted average and slope-based CN, [Korean Literature], Journal of the Korean Society of Civil Engineers, Vol. 34, No. 4, pp. 1171-1180

28

Nash J. E., Sutcliffe J V, 1970, River flow forecasting through conceptual models: Part 1 - A discussion of principles, Journal of Hydrology, Vol. 10, pp. 282-290

29

National Institute of Environmental Research (NIER), 2014, A research on control targets and strategies for impervious surface management, [Korean Literature], R&D Final Report

30

Norbiato D., Borga M., Degli Esposti S., Gaume E., Anquetin S, 2008, Flash flood warning based on rainfall thresholds and soil moisture conditions: an assessment for gauged and ungauged basins, Journal of Hydrology, Vol. 362, pp. 274-290

31

Patil S. D., Stieglitz M, 2015, Comparing spatial and temporal transferability of hydrological model parameters, Journal of Hydrology, Vol. 525, pp. 409-417

32

Ponce V. M., Hawkins H, 1996, Runoff curve number: Has it reached maturity?, Journal of Hydrologic Engineering, Vol. 1, No. 1, pp. 11-19

33

Ryu J., Kim E., Han M., Kim Y. S., Kum D., Lim K. J., Park B K, 2014, Enhancement of estimation method on the land T-P pollutant load in TMDL using L-THIA, [Korean Literature], Journal of Korean Society Environmental Engineering, Vol. 36, No. 3, pp. 162-171

34

Shi W., Huang M., Gongadze K., Wu L, 2017, A modified SCS-CN method incorporating storm duration and antecedent soil moisture estimation for runoff prediction, Water Resource Management, Vol. 31, pp. 1713-1727

35

Shoemaker L., Lahlou M., Bryer M., Kumar D., Kratt K, 1997, Compendium of tools for watershed assessment and TMDL development, U. S. EPA Office of Water

36

Singh P. K., Mishra S. K., Berndtsson R., Jain M. K., Pandey R P, 2015, Development of a modified SMA based MSCS-CN model for runoff estimation, Water Resource Management, Vol. 29, pp. 4111-4127

37

Sivapalan M, 2003, Prediction in ungauged basins: a grand challenge for theoretical hydrology, Hydrological Processes, Vol. 17, pp. 3163-3170

38

Tang Z., Engel B. A., Lim K. J., Pijanowski B C, 2005, Minimizing the impact of urbanization on long term runoff, Journal of the American Water Resources Association, Vol. 41, No. 6, pp. 1347-1359

39

Tang Z., Engel B. A., Pijanowski B. C., Lim K J, 2005, Forecasting land use change and its environmental impact at a watershed scale, Journal of Environmental Management, Vol. 76, No. 1, pp. 35-45

40

Tramblay Y., Bouvier C., Martin C., Didon-Lescot J. F., Todorovik D., Domergue J M, 2010, Assessment of initial soil moisture condition for event-based rainfall-runoff modelling, Journal of Hydrology, Vol. 387, pp. 176-187

41

U. S. Department of Agriculture-Soil Conservation Service (USDA-SCS), 1985, National engineering handbook, Section 4. Hydrology, U. S. Department of Agriculture Soil Conservation Service

42

United States Environmental Protection Agency (U. S. EPA), 2015, Storm water management model user’s manual Version 5.1, U. S. Environmental Protection Agency

43

United States Environmental Protection Agency (U. S. EPA), 2016, Storm water management model reference manual, Volume I. Hydrology, U. S. Environmental Protection Agency

44

Wagener T., Gupta H V, 2005, Model identification for hydrological forecasting under uncertainty, Stochastic Environmental Research and Risk Assessment, Vol. 19, pp. 378-387

45

Winsemius H. C., Schaefili B., Montanari A., Savenije H H G, 2009, On the calibration of hydrological models in ungauged basins: A framework for integrating hard and soft hydrological information, Water Resources Research, Vol. 45, pp. W12422

46

Young A, 2006, Stream flow simulation within UK ungauged catchments using a daily rainfall-runoff model, Journal of Hydrology, Vol. 320, pp. 155-172

47

Zhang Z., Wagener T., Reed P., Bhushan R, 2008, Reducing uncertainty in predictions in ungauged basins by combining hydrologic indices regionalization and multiobjective optimization, Water Resources Research, Vol. 44, No. 12, pp. W00B04

JKSWE The Journal of
the Korean Society on Water Environment

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JKSWE The Journal ofthe Korean Society on Water Environment

Editorial Office

Journal XML

References

JKSWE The Journal of
the Korean Society on Water Environment