建議

針對本研究成果以及不足之處，在此提出建議以供後續研究之參考:

(1) 本研究使用之模式，紊流處理乃採零方程式，未來可考慮加入 k-ε 或LES 模式之發展。

(2) 本研究在石門水庫的應用上，顧及模式之限制，在三維模擬時，只 從三角洲淤積處之後的 24 號斷面進行模擬，針對 24 號斷面之濃度分布

做一簡單假設。期望未來發展之三維模式能適當反映水庫異重流潛入之 機制，以擴大模式之應用範圍。

參考文獻

1. 錢寧，萬兆惠(1983)，「泥沙運動力學」，科學出版社，309。

2. 李鴻源、楊錦釧、葉客家、楊志達、謝慧民(1996)，「辮狀河系沖淤模 式之發展(四)NETSTARS 模式使用者手冊」，國立台灣大學土木工程 學研究所研究報告，水利8502 附冊。

3. 連和政(1999)，「二維水深平均模式應用於彎道水流與泥沙運移模擬之 研究」，國立交通大學土木工程研究所博士論文。

4. 謝德勇(2003)，「二維水理、汙染傳輸及沉滓運移模式之研發與應用」，

國立交通大學土木工程研究所博士論文。

5. 經濟部水利署(2003)，「水庫沉滓運移模式研究與應用」

6. 李鴻源（2005），「石門水庫集水區泥沙產量推估之研究 3/3」，經濟部 水利署。

7. 張益家(2005)，「二維彎道動床模式之發展研究」，國立交通大學土木 工程研究所碩士論文。

8. 尤本勝，王同成，范成新(2007)，「太湖沉積物再懸浮擬似方法」，湖 泊科學期刊。

9. 洪聖翔(2011)，「正交曲線座標擬似三維水理模式於彎道水流之模擬研 究」，國立交通大學土木工程學系碩士學位論文。

10. 錢樺，江文山，鄭皓元，劉康克(2011)，「高潮流流速下河口沉積物 再懸浮機制探討」

11. 鍾浩榮(2012) ，「河道三維高含砂水流沉滓運移模式發展與應用」，國 立交通大學土木工程研究所博士論文。

12. Audusse, E., Bristeau, M.O., and Decoene, A. (2008), “Numerical simulations of 3D free surface flows by a Multilayer Saint-Venant model”

Internat. J. Numer. Methods Fluids 56, no. 3, 331–350.

13. Bennet, J.P. and Nordin, C.F. (1977), “Simulation of sediment transport and armoring” Hydrological Sciences Bulletin, 37, 2119-2162.

14. Bell, R.G. and Sutherland, A.J. (1983), “Nonequilibrium bedload transport by steady flows” Journal of Hydraulic Engineering, ASCE, Vol.

109, No. 3, March, pp. 351-367.

15. Blanckaert, K., Glasson, L., Jagers, H.R.A., and Sloff, C.J. (2003),

“Quasi-3D simulation of flow in sharp open-channel bends with horizontal and developed bed topography” Proc., Int. Symp. On Shallow Flows, G.H. Jirka and W.S.J. Uijttewaal, eds., Delft Univ. of Technology, Delft, The Netherlands, I, 93-100.

16. Blumberg A.F. and Mellor. G.L. (1983), “Diagnostic and prognostic numerical circulation studies of the South Atlantic Bight＂ Journal of Geophysical Research, 88 4579-4592.

17. Celik, I., and Rodi, W. (1988). “Modeling suspended sediment transport in nonequilibrium situations＂ Journal of Hydraulic Engineering, ASCE, 114(10).

18. Dudley Brian Spalding, Suhas V. Patankar (1972), “Numerical prediction of three-dimensional flow” Imperial College of Science and technology Mechanical Engineering Department

19. Einhelling, R., Holly, F. M., Hsu, S. H., Schwarz, P., Schaefer J., and Yang, J. C. (1990), “Charima-numerical simulation of unsteady water and

sediment movement in multiply connected network of mobile-bed

channels” IIHR Report No.343, Iowa institute of Hydraulic Research, The Univerity of Iowa, Iowa City, Iowa 52242 USA. Krone, R. B. (1962).

20. Falconer, R.A., and Lin, B. (1996), “Three-dimensional modelling of water quality in the Humber Estuary” Water Research 31 5, pp.

1092–1102.

21. Falconer, R.A., and Lin B (1997), “Three-dimensional modelling of water quality in the Humber Estuary” Water Res 31:1092–1102.

22. Fan HW and Rodi W (2003), “Three-dimensional calculations of flow and suspended sediment transport in the neighborhood of the dam for the Three Gorges Project (TGP) reservoir in the Yangtze River” J Hydraul Res 41:379-394.

23. Fan HW and Wang GQ (2000), “Three-dimensional mathematical model of suspended-sediment transport” J Hydraul Eng-Asce 126:578-592.

24. Fischer-Antze, T., Stösser, T., Bates, P., and Olsen, N. R. B. (2001) “3D numerical modelling of open-channel flow with submerged vegetation”

IAHR Journal of Hydraulic Research, No. 3.

25. French, R.H. (1986), “Open channel hydraulics＂ McGraw-Hill Book Company, Singapore, 705 pp.

26. Garcia MH (2007), “Sedimentation engineering: processes, measurements, modeling, and practice＂ American Society of Civil Engineers.”

27. Ge, L., and Sotiropoulos, F. (2005), “3D unsteady RANS modeling of complex hydraulic engineering flows. I: Numerical model” J Hydraul Eng 131 (9), pp. 800–808.

28. Gross, E.S., Koseff, J.R., and Monismith, S.G. (1999),

“Three-dimensional salinity simulations of South San Francisco Bay”

Journal of Hydraulic Engineering 125 (11): 1199-1209.

29. GSTARS version 2.1 manual, Chih Ted Yang, Francisco J. M. Simoes (2000), U.S. Department of the Interior, Bureau of Reclamation.

30. Herzfeld, M., Waring, J., Parslow, J., Margvelashvili, N., Sakov, P., and Andrewartha, J. (2010), SHOC: Sparse Hydrodynamic Ocean Code, Scientific Manual. CSIRO Marine Research.

31. Hsieh, T.Y., and Yang, J.C. (2003), “Investigation on the suitability of two-dimensional depth-averaged models for bend-flow simulation.” J Hydraul Eng-Asce 129:597-612.

32. Hsieh, T.Y., and Yang, J.C. (2004), “Implicit two-step split-operator approach for modeling two-dimensional open channel flow” J.

Hydro-science and Hydraulic Engineering, 22(2), 113-139.

33. Hu, C. and Y. Hui (1996a). “Bed-load transport I: Mechanical characteristics.” J. Hydr. Engrg., 122, 245 – 254.

34. Hung, M.C., Hsieh, T.Y., Tsai, T.L., and Yang, J.C. (2008), “A layer-integrated approach for shallow water free surface flow computation”

Communications in Numerical Methods in Engineering, 24(12), 1699-1722. (SCI, EI).

35. Jin, X., and Kranenburg, C. (1993), “Quasi-3D numerical moderling of shllow-water circulation” J. of Hydr. Eng., 119(4), pp. 458-472.

36. Li, B., and Fleming, C. A. (2003), “Three-dimensional hydrodynamic model for free surface flow” Journal of Hydraulic Research, Volume 41, No 4, pp. 367-377.

37. Lardner, R.W., and Cekirge, H.M. (1988), “A new algorithm for three-dimensional tidal and storm surge computations” Appl. Math.

Modeling, Vol. 12, 471-481.

38. Lien, H.C., Hsieh, T.Y., Yang, J.C., and Yeh, K.C. (1999b), “Bend-flow simulation using 2D depth-averaged model” J. Hydr. Engrg., ASCE, 125(10), 1097-1108.

39. Lin, M.Y., and Huang, L.H. (2008), “Velocity profiles of nonlinear shallow-water flows” Journal of the Chinese Institute of Engineers, 31(1), 105-120.

40. Meselhe EA and Sotiropoulos F (2000), “Three-dimensional numerical model for open-channels with free-surface variations.” J Hydraul Res 38:115-121.

41. Mike-11：a modeling system for rivers and channels, DHI Water and Environment.

42. Muneta, B.N., and Shimizu, Y. (1994), “Numerical analysis model with spur-dikes considering the vertical flow velocity distribution” JSCE, Journal of Hydraulic, Coastal and Environmental Engineering, 497, 31-39.

43. Neary, V.S., Sotiropoulos, F., and Odgaard, A.J. (1999),

“Three-dimensional numerical model of lateral-intake inflows” J.Hydr.

Engrg., ASCE, 125(2), pp.126-140.

44. Nicholas, A.P., McLelland, S.J. (2004), “Computational fluid dynamics modelling of three-dimensional processes on natural river floodplains”

Journal of Hydraulic Research, 42(2), 131-143.

45. Rickenmann D (1991), “Hyperconcentrated flow and sediment transport

at steep slopes.” J Hydraul Eng-Asce 117:1419-1439.

46. Rouse, H. (1940). “Criteria for similarity in the transportation of sediment.” Proc. 1st Hydr. Conf., State Univ. of Iowa, Iowa, pp. 43-49.

47. Ruether N, Singh JM, Olsen NRB and Atkinson E (2005), “3-D computation of sediment transport at water intakes.” P I Civil Eng-Wat M 158:1-7.

48. Schlichting,H. and Gersten K. (2000). Boundary Layer Theory, McGraw-Hill, New York.

49. Sinha SK, Sotiropoulos F and Odgaard AJ (1998), “Three-dimensional numerical model for flow through natural rivers.” J Hydraul Eng-Asce 124:13-24.

50. Smart GM (1984), “Sediment transport formula for steep channels.” J Hydraul Eng-Asce 110:267-276.

51. Song, Y.T., and Hou, Y.T. (2006), “Parametric vertical coordinate formulation for multiscale, Boussinesq, and non-Boussinesq ocean modeling” Ocean Modeling, 11, 298-332.

52. Spasojevic and holly (1990), “MOBED2-Numerical simulation of

two-dimensional mobile bed processes.” DHR Report No. 344, Iowa Inst, of Hydraulic Research.

53. TABS-2 user's manual, Thomas, W. A., and McAnally, W. H., Jr. (1985).

54. Van Rijn, L.C., (1984a).”Sediment transports, part I: Bed load transport.”

J. Hydr. Eng., ASCE, 110(10).

55. Van Rijn, L.C., (1984b).”Sediment transports, part I: Suspended load transport.” J. Hydr. Eng., ASCE, 110(10).

56. Van Rijn LC, van Rossum H and Termes P (1990), “Field verification of 2-d and 3-d suspended-sediment models.” Journal of Hydraulic Engineering 116:1270-1288.

57. Wang, K.H. (1994), “Characterization of circulation and salinity change in Galvestion Bay” J. of Engineering Mechanics, ASCE, 120(3), 557-579.

58. Wright S and Parker G (2004), “Flow resistance and suspended load in

sand-bed rivers: Simplified stratification model.” J Hydraul Eng-Asce 130:796-805.

59. Wu WM, Rodi W and Wenka T (2000). “3D numerical modeling of flow and sediment transport in open channels.” J Hydraul Eng-Asce 126:4-15.

60. Wu, Y., and Falconer, R.A. (2000), “A mass conservative 3-D numerical model for predicting solute fluxes in estuarine waters” Advances in Water Resources 23, pp. 531–543.

61. Xia, C., and Jin, Y.C. (2007), “Multilayer depth-averaged flow model with implicit interfaces” J. Hydr. Engrg. 133, 1145.

62. Yang CT, Molinas A and Wu BS (1996), “Sediment transport in the Yellow River.” J Hydraul Eng-Asce 122:237-244.

63. Zeng J, Constantinescu G and Weber L (2010), “3D calculations of equilibrium conditions in loose-bed open channels with significant suspended sediment Load.” J Hydraul Eng-Asce 136:557-571.

64. Zhang H, Huang Y and Zhao L (2001), “A mathematical model for unsteady sediment transport in the Lower Yellow River.”

65. Zhang, X.F., Lu, X.H., Dong, B.J., and Hu, C.H. (2011), “A quasi-3D mathematical bend flow model in non-orthogonal curvilinear coordinate system” J. Hydr. Engrg., 1, 268.

66. Ziegler and nisbet (1995), “Watts bar reservoir in Tennessee.”