Integrated modeling of conjunctive water use in a canal-well irrigation district in the lower Yellow River Basin, China

Journal of Irrigation and Drainage Engineering

Volumn 139, Issue 9, 2013, Pages 775-784

  Liu, Luguang ^a,b   Cui, Yuanlai ^a   Luo, Yufeng ^c  

^a WUHAN UNIVERSITY   (China)

^b Hubei Water Resources Research Institute   (China)

^c HOHAI UNIVERSITY   (China)

Author keywords

Conjunctive use; Irrigation; Modular three dimensional groundwater flow model (MODFLOW); Soil and water assessment tool (SWAT2000); Soil water atmosphere plant (SWAP); Water management; Yellow River

Indexed keywords

CONJUNCTIVE USE; MODFLOW; SOIL AND WATER ASSESSMENT TOOLS; SOIL WATER ATMOSPHERE PLANTS; YELLOW RIVER;

GROUNDWATER; GROUNDWATER FLOW; HYDRAULIC STRUCTURES; IRRIGATION; SOIL MOISTURE; SUSTAINABLE DEVELOPMENT; WATER MANAGEMENT; WATER SUPPLY; WATERSHEDS;

THREE DIMENSIONAL;

CROP YIELD; GROUNDWATER RESOURCE; INTEGRATED APPROACH; MODELING; STRATEGIC APPROACH; SUSTAINABLE DEVELOPMENT; THREE-DIMENSIONAL FLOW; WATER MANAGEMENT; WATER USE; WATER USE EFFICIENCY; WELL WATER;

CHINA; YELLOW RIVER BASIN;

EID: 84883433864     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)IR.1943-4774.0000620     Document Type: Article

References (22)

1. Andersen, J., Refsgaard, J. C., and Jensen, K. H. (2001). "Distributed hydrological modeling of the Senegal River Basin: Model construction and validation." J. Hydrol., 247(3-4), 200-214.
2. Arnold, J. G., and Fohrer, N. (2005). "SWAT20002000: Current capabilities and research opportunities in applied watershed modeling." Hydrol. Process., 19(3), 563-572.
3. Azaiez, M. N. (2002). "A model for conjunctive use of ground and surface water with opportunity costs." Eur. J. Oper. Res., 143(3), 611-624.
4. Beven, K. J. (1997). "Topmodel: A critique." Hydrol. Process., 11(9), 1069-1085.
5. Dai, J. F., and Cui, Y. L. (2009). "Distributed hydrological model for irrigation area based on SWAT2000 I. Principle and method." J. Hydraul. Eng., 40(2), 145-151 (in Chinese).
6. Ejaz, M. S., and Peralta, R. C. (1995). "Maximizing conjunctive use of surface and groundwater under surface water quality constraints." Adv. Water Resour., 18(2), 67-75.
7. Khan, S., Tariq, R., Cui, Y. L., and Blackwell, J. (2006). "Can irrigation be sustainable?" Agric. Water Manage., 80(1-3), 87-99.
8. Kim, N. W., Chung, M., Won, Y. S., and Arnold, J. G. (2008). "Development and application of the integrated SWAT2000-MODFLOW model." J. Hydrol., 356(1-2), 1-16.
9. Kroes, J. G., Van Dam, J. C., and Groenendijk, P. (2008). "SWAP version 3.2. Theory description and user manual [M]." Alterra Rep. 1649, Alterra, Wageningen, Netherlands.
10. Liu, L. G., and Cui, Y. L. (2011). "Construction of integrated surface water and groundwater model for irrigation area." J. Hydraul. Eng., 43(7), 826-833 (in Chinese).
11. Liu, L. G., Cui, Y. L., and Feng, Y. H. (2010). "Water management strategies of Yellow River irrigation district based on SWAP and MODFLOW models." Trans. Chin. Soc. Agric. Eng., 26(4), 9-17 (in Chinese).
12. Luo, Y. F. (2006). "Water balance models of irrigation system and their applications." Ph.D. thesis, Wuhan Univ., Wuhan, China (in Chinese). Luo, Y. F., Khan, S., Cui, Y. L., Beddek, R., and Yang, B. Z. (2003).
13. Luo, Y. F., Khan, S., Cui, Y. L., Beddek, R., and Yang, B. Z. (2003)."Understanding transient losses from irrigation supply systems in the Yellow River Basin using a surface-groundwater interaction model." Proc., MODSIM 2003-Int. Congress on Modeling and Simulation, Modelling and Simulation Society of Australia and New Zealand, Townsville, Australia, 242-247.
14. Mcdonald, M. G., and Harbaugh, A. W. (1988). "A modular threedimensional finite difference ground water flow model." Chapter A1, Techniques of water resources investigations book 6, U.S. Geological Survey, Reston, VA, 1-7.
15. Sophocleous, M. A., Koelliker, J. K., Govindaraju, R. S., Birdie, T., Ramireddygari, S. R., and Perkins, S. P. (1999). "Integrated numerical modeling for basin-wide water management: The case of the Rattlesnake Creek basin in south-central Kansas." J. Hydrol., 214(1-4), 179-196.
16. Swain, E. D. (1994). "Implementation and use of direct-flow connections in a coupled groundwater and surface-water model." Ground Water, 32(1), 139-144.
17. Wang, J. P., and Cui, Y. L. (2011). "Modified SWAT2000 for rice-based irrigation system and its assessment." Trans. CSAE, 27(1), 22-28 (in Chinese).
18. Wang, R., Wang, Z. G., and Xia, J. (2008). "Advances in the integrated surface water and groundwater model." Prog. Geogr., 27(4), 37-41 (in Chinese).
19. Xie, X. H., and Cui, Y. L. (2011). "Development and test of SWAT2000 for modeling hydrological processes in irrigation areas with paddy rice." J. Hydrol., 396(1-2), 61-71.
20. Xu, X., Huang, G. H., Qu, Z. Y., and Pereira, L. S. (2010). "Assessing the groundwater dynamics and impacts of water saving in the Hetao Irrigation District, Yellow River Basin." Agric. Water Manage., 98(2), 301-313.
21. Yue, W. F., Yang, J. Z., and Zhan, C. S. (2011). "Coupled model for conjunctive use of water resources in the Yellow River irrigation area." Trans. CASE, 27(4), 35-40 (in Chinese).
22. Zhang, Y. H., and Luo, Y. (2009). "Water cycle modeling in Hetao Irrigation Area of inner Mongolia based on the distributed DEHYDROS model." Resour. Sci., 31(5), 763-771 (in Chinese).