Optimum use of paddy fields for flood mitigation

Journal of the American Water Resources Association

Volumn 42, Issue 2, 2006, Pages 375-386

  Yu, Po Shan ^a   Wang, Yu Chi ^a   Yang, Tao Chang ^b   Kuo, Chun Chao ^a  

^a NATIONAL CHENG KUNG UNIVERSITY   (Taiwan)

^b HSING KUO UNIVERSITY OF MANAGEMENT   (Taiwan)

Author keywords

Distributed rainfall runoff model; Flooding; Optimization; Paddy fields; Tank model; Watershed management

Indexed keywords

FLOODS; GROUNDWATER FLOW; HYDROLOGY; OPTIMIZATION;

DISTRIBUTED RAINFALL-RUNOFF MODEL; TANK MODEL; WATERSHED MANAGEMENT;

CROPS;

CROPS; FLOODS; GROUNDWATER FLOW; HYDROLOGY; OPTIMIZATION;

FLOOD CONTROL; PADDY FIELD; RAINFALL-RUNOFF MODELING; WETLAND MANAGEMENT;

FARM CROPS; FLOODS; GROUND WATER; HYDROLOGY; OPTIMIZATION;

ASIA; EURASIA; FAR EAST; TAIWAN;

EID: 33845243353     PISSN: 1093474X     EISSN: None     Source Type: Journal    
DOI: 10.1111/j.1752-1688.2006.tb03844.x     Document Type: Article

References (36)

1. Abbott, M.B., J.A. Bathurst, P.E. Cung O'Connell, and J. Rasmussen, 1986. An Introduction to European Hydrological System-System Hydrologique European, 'SHE.' 2: Structure of a Physically-Based, Distributed Modelling System. Journal of Hydrology 87:61-77.
2. Basri, H., Y. Nakano, M. Kuroda, T. Fukuda, and T. Funakoshi, 1999. Water Requirement Analysis of Paddy Field Irrigation System in Diversified Land Use Area. Journal of the Faculty of Agriculture Kyushu University 44 (1-2):175-187.
3. Chang, Y.C., C.E. Kan, G.F. Lin, C.L. Chiu, and Y.C. Lee, 2001. Potential Benefits of Increased Application of Water to Paddy Fields in Taiwan. Hydrological Processes 15(8):1515-1524.
4. Chang, F.J., J.S. Lai, and L.S. Kao, 2003. Optimization of Operation Rule Curves and Flushing Schedule in a Reservoir. Hydrological Processes 17(8):1623-1640.
5. Chen, R.S. and R.S. Lai, 2001. Study in the Paddy Tank Model of Rainfall-Runoff Simulation. Proceedings of the 12th Hydraulic Engineering Conference, National Cheng Kung University, Taiwan, pp. E-38-E43.
6. Chen, R.S., L.C. Pi, and Y.H. Huang, 2003. Analysis of Rainfall-Runoff Relation in Paddy Fields by Diffusive Tank Model. Hydrological Processes 17(13):2541-2553.
7. Chen, Y.M., 1997. Management of Water Resources Using Improved Genetic Algorithms. Computers and Electronics in Agriculture 18:117-127.
8. Chow, V.T., D.R. Maidment, and L.R. May, 1988. Applied Hydrology. McGraw-Hill, New York, New York.
9. Cooper, V.A., V.T.V. Nguyen, and J.A. Nicell, 1997. Evaluation of Global Optimization Methods for Conceptual Rainfall-Runoff Model Calibration. Wat. Sci. Tech. 36(5):53-60.
10. Duan, Q., V.K. Gupta, and S. Sorooshian, 1993. A Shuffled Complex Evolution Approach for Effective and Efficient Global Minimization. J. Optimization Theory Appl. 76(3):501-521.
11. Duan, Q., S. Sorooshian, and V.K. Gupta, 1992. Effective and Efficient Global Optimization for Conceptual Rainfall-Runoff Models. Water Resources Research 28(4):1015-1031.
12. Duan, Q., S. Sorooshian, and V.K. Gupta, 1994. Optimal Use of the SCE-UA Global Optimization Method for Calibrating Watershed Models. Journal of Hydrology 158:265-284.
13. Faisal, I.M., M.R. Kabir, and A. Nishat, 1999. Non-structural Flood Mitigation Measures for Dhaka City. Urban Water 1:145-153.
14. Goldberg, D.E., 1989. Genetic Algorithms in Search. Optimization and Machine Learning, Addison-Wesley, Boston, Massachusetts.
15. Holland, J.H., 1975. Adaptation in Natural and Artificial Systems. University of Michigan Press, Ann Arbor, Michigan.
16. Jorgeson, J.D., R. Sand, and G.E. Freeman, 1995. Comparison of Potential Runoff Reduction for Various Nonstructural Watershed Management Approaches. Report A314992, U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi.
17. Kinght, R.L., R. Adams, C. O'Brien, and E.R. Davis, 1998. Beltway 8 Wetland Water Quality Project: Constructed Wetlands for Storm Water Polishing and Wetland Mitigation Banking. Transportation Research Record 1626:11-20.
18. Konyha, K.D., D.T. Shaw, and K.W. Weiler, 1995. Hydrologic Design of a Wetland: Advantage of Continuous Modeling. Ecological Engineering 4:99-116.
19. Lai, R.S., 2001. The Application of Tank Model for Rainfall-Runoff Simulation in Paddy and Upland Field. Master Thesis, Dept. of Civil Eng., National Chung-Hsing University, R.O.C.
20. Liu, C.W., S.K. Chen, S.W. Jou, and S.F. Kuo, 2001. Estimation of the Infiltration Rate of a Paddy Field in Yun-Lin, Taiwan. Agricultural Systems 68(1):41-54.
21. Manale, A., 2000. Flood and Water Quality Management Through Targeted, Temporary Restoration of Landscape Functions: Paying Upland Farmers to Control Runoff. Journal of Soil and Water Conservation 55(3):285-295.
22. Merabtene, T., A. Kawamura, K. Jinno, and J. Olsson, 2002. Risk Assessment for Optimal Drought Management of an Integrated Water Resources System Using a Genetic Algorithm. Hydrological Processes 16(11):2189-2208.
23. Michalewicz, Z., 1992. Genetic Algorithm + Data Structures = Evolution Programs. Springer, New York, New York.
24. Mitsch, W.J. and J.K. Cronk, 1995. Influence of Hydrologic Loading Rate on Phosphorus Retention and Ecosystem Productivity in Created Wetlands. Report A131392, U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi.
25. Nakamura, K., O. Miki, and Y. Shimatani, 2000. Compact Wetland System for Urban Area in Japan. Seventh International Conference on Wetland Systems for Water Pollution Control, University of Florida, Gainesville, Florida, pp. 963-969.
26. National Central University, 1986. Taiwan Digital Elevation Model. Center for Space and Remote Sensing Research. Available at http://www.csrsr.ncu.edu. tw/chin.ver/c3t&s/dtm.php/. Accessed in Oct 1998.
27. National Central University, 2000. Real Time SPOT II Images From December 31, 2000. Center for Space and Remote Sensing Research. Available at http://www.csrsr.ncu.edu.tw/. Accessed in December 2001.
28. Roberts, L., 1993. Wetlands Trading is a Loser's Game, Say Ecologists. Science 260:1890-1892.
29. Sugawara, M., I. Watanabe, E. Ozaki, and Y. Katsuyama, 1984. Tank Model with Snow Component. Research Note of the National Research Center for Disaster Prevention, Kyoto, Japan, No. 65:1-293.
30. Teruko, S. and U. Shigetsugu, 1980. Study on the Characteristic Changes of Flood Runoff Due to Urbanization Using Tank Model. Research Note of the National Research Center for Disaster Prevention, Kyoto, Japan, No. 24:145-158.
31. Tsihrintzis, V.A., G.M. Vasarhelyi, and J. Lipa, 1996. Ballona Wetland: A Multi-Objective Salt Marsh Restoration Plan. Proceedings of the Institution of Civil Engineers, Water Maritime and Energy, 118(2):131-144.
32. Viessman, Jr., W., V.J., L.L. Gary, and W.K. John, 1989. Introduction to Hydrology (Third Edition). Harper and Row, Publisher, Inc., New York, New York.
33. Wu, R.S., W.R. Sue, C.B. Chien, C.H. Chen, J.S. Chang, and K.M. Lin, 2001. A Simulation Model for Investigating the Effects of Rice Paddy Fields on the Runoff System. Mathematical and Computer Modelling 33(6-7):649-658.
34. Yang, T.C. and P.S. Yu, 1998. The Effect of Land Use Change on Flow Hydrograph Simulation. Proceeding of the British Hydrological Society International Conference, Wiley, Exeter, England, Vol. 3, pp. 207-215.
35. Yu, P.S., and Jeng, Y.C., 1997. A Study on Grid Based Distributed Rainfall Runoff Model. Journal of Water Resources Management 11:83-99.
36. Yu, P.S., Y.C. Wang, and C.C. Kuo, 2003. Assessing the Effect of Land Use Changes on Runoff in the Ta-Chou Basin. IAHS Publ. No. 279, Sapporo, Japan, pp. 162-170.