Sensitivity analysis of nonequilibrium adaptation parameters for modeling mining-pit migration

Journal of Hydraulic Engineering

Volumn 136, Issue 10, 2010, Pages 806-811

  Chen, Dong ^a   Acharya, Kumud ^a   Stone, Mark ^b  

^a DESERT RESEARCH INSTITUTE   (United States)

^b MSC01 1070   (United States)

Author keywords

Fluvial morphology; Gravel mining; Hydraulic models; Modeling; River engineering; Rivers; Sediment transport

Indexed keywords

ADAPTATION PARAMETERS; BED LOAD; FLUVIAL MORPHOLOGY; GRAVEL MINING; LABORATORY EXPERIMENTS; MINING AREAS; MODELING; NON EQUILIBRIUM; NON-EQUILIBRIUM SEDIMENT TRANSPORT; RECTANGULAR CROSS-SECTIONS; RIVER ENGINEERING; SEDIMENT TRANSPORT MODEL; TWO-DIMENSIONAL HYDRODYNAMICS;

GRAVEL; HYDRAULIC MODELS; HYDRAULIC STRUCTURES; MORPHOLOGY; RIVERS; SEDIMENT TRANSPORT; SEDIMENTATION; SEDIMENTOLOGY; SENSITIVITY ANALYSIS; SOIL MECHANICS;

EXPERIMENTS;

BEDLOAD; BOUNDARY CONDITION; CROSS SECTION; EQUILIBRIUM; FLUVIAL GEOMORPHOLOGY; GRAVEL; HYDRAULICS; HYDRODYNAMICS; MINING; NUMERICAL MODEL; RIVER ENGINEERING; SEDIMENT TRANSPORT; SENSITIVITY ANALYSIS; STEADY FLOW; SUSPENDED LOAD;

EID: 77957127897     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000242     Document Type: Article

References (25)

1. Armanini A, Di Silvio G. A one-dimensional model for the transport of a sediment mixture in non-equilibrium conditions. J. Hydraul. Res. 1988, 26(3):275-292. JHYRAF, 0022-1686.
2. Bell RG, Sutherland AJ. Nonequilibrium bed-load transport by steady flow. J. Hydraul. Eng. 1983, 109(3):351-367. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1983)109:3(351).
3. Chang HH. Modeling fluvial processes in streams with gravel mining. Sediment transport in gravel bed rivers 1987, 977-988. C. R. Thorne, J. C. Bathurst, R. D. Hey, eds., Wiley, New York, .
4. Fredsøe J. Sedimentation of river navigation channels. J. Hydr. Div. 1978, 104(2):223-236. JYCEAJ, 0044-796X.
5. Galappatti G, Vreugdenhil CB. A depth-integrated model for suspended sediment transport. J. Hydraul. Res. 1986, 23(4):359-377. JHYRAF, 0022-1686.
6. Guo QC, Jin YC. Modeling sediment transport using depth-averaged and moment equations. J. Hydraul. Eng. 1999, 125(12):1262-1269. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1999)125:12(1262).
7. Han QW. A study on the non-equilibrium transport of suspended load. Proc., Int. Symp. on River Sedimentation 1980, 793-802. Guanghua Press, Beijing, China, (in Chinese).
8. Jia YF, Wang SS Y. CCHE2D: Two-dimensional hydrodynamic and sediment transport model for unsteady open channel flow over loose bed. 2001, and Technical Rep. of National Center for Computational Hydroscience and EngineeringNCCHE-TR-2001-01, Univ. of Mississippi.
9. Kondolf GM. Geomorphic and environmental effects of instream gravel mining. Landsc. Urban Plann. 1994, 28:225-243. LUPLEZ, 0169-2046, 10.1016/0169-2046(94)90010-8.
10. Kondolf GM. Hungry water: Effects of dams and gravel mining on river channels. Environ. Manage. (N.Y.) 1997, 21(4):533-551. EMNGDC, 0364-152X, 10.1007/s002679900048.
11. Kornis S, Laczay IA. Effects of extensive dredging on the river regime. Int. Conf. on River Regime: Hydraulic Research Ltd. 1988, John Wiley and Sons, New York.
12. Lee HY, Chen SC. Migration of rectangular mining pit composed of nonuniform sediment. J. Chin. Inst. Eng. 1996, 19(2):255-264. CKCKDZ, 0253-3839.
13. Lee HY, Fu DT, Song MH. Migration of rectangular mining pit composed of uniform sediments. J. Hydraul. Eng. 1993, 119(1):64-80. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1993)119:1(64).
14. Neyshabouri SA, Farhadzadeh A, Amini A. Experimental and field study on mining-pit migration. Int. J. Sediment Res. 2002, 17(4):323-331. ZZZZZZ, 1001-6279.
15. Phillips BC, Sutherland AJ. Spatial lag effects in bed load sediment transport. J. Hydraul. Res. 1989, 27(1):115-133. JHYRAF, 0022-1686.
16. Rahuel JL, Holly FM, Chollet JP, Belleudy PJ, Yang G. Modeling of riverbed evolution for bedload sediment mixtures. J. Hydraul. Eng. 1989, 115(11):1521-1542. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1989)115:11(1521).
17. Rinaldi M, Wyżga B, Surian N. Sediment mining in alluvial channels: physical effects and management respectives. River. Res. Appl. 2005, 21:805-828. RRAIAQ, 1535-1459, 10.1002/rra.884.
18. Soni JP. Unsteady sediment transport law and prediction of aggradation parameters. Water Resour. Res. 1981, 17(1):33-40. WRERAQ, 0043-1397, 10.1029/WR017i001p00033.
19. van Rijn LC. Sedimentation of dredged channels by currents and waves. J. Waterway, Port, Coastal, Ocean Eng. 1986, 112(5):541-549. JWPED5, 0733-950X, 10.1061/(ASCE)0733-950X(1986)112:5(541).
20. Wang ZY. Experimental study on scour rate and river bed inertia. J. Hydraul. Res. 1999, 37(1):17-37. JHYRAF, 0022-1686.
21. Wu WM. CCHE2D sediment transport model (version 2.1). 2001, Technical Rep. of National Center for Computational Hydroscience and EngineeringNCCHE-TR-2001-03, Univ. of Mississippi.
22. Wu WM. Computational river dynamics 2008, Taylor Francis Group, London.
23. Wu WM, Li Y. One-and two-dimensional nesting model for river flow and sedimentation. Proc., 5th Int. Symp. on River Sedimentation 1992, 1:547-554. Karlsruhe, Germany.
24. Wu WM, Wang SS Y, Jia YF. Nonuniform sediment transport in alluvial rivers. J. Hydraul. Res. 2000, 38(6):427-434. JHYRAF, 0022-1686.
25. Yue J, Anderson JL. Numerical modeling of a trench fill and scour. Proc., 1990 National Conf. 1990, 487-492. ASCE, New York, .