建議

(1)側壁 Mini Jet，應加裝一類似相機腳架的支撐架，並將固定座的針腳，改 成有螺紋或是倒鉤的樣式，增加其吸附力。

(2)本研究試驗中所需之泥砂粒料，取至石門水庫的淤泥，但淤泥中含有許 多碎石及枯枝，清理過程煩複耗時，無法大量準備。若能改採用其他容易 取得的粒徑細小之粒料，則可以提高研究效率。

(3)室內試驗中反力架的調整，尚未量化，目前是依經驗去調整所需的反力，

若能改以電動式扭力板手調整，則可依照板手上所顯示的扭力大小作為，

固定所需的力量。

(4)室內試驗用壓克力水密盒底部的矽膠膜，因業界目前並沒有能夠使矽膠 與壓克力完全緊密接合的接著劑，因此需要定期補強其接著狀況，故若有 能夠與壓克力接合且質地薄而柔軟的材料則可取代目前使用之矽膠薄膜。

或是在壓克力盒底部銑出一凹槽，並置入尺寸適合之 O-ring，但若以此法 改良，則必須注意壓克力的壁厚的強度是否足夠。

參考文獻

7. 徐偉城，(2007)，「LiDAR與環境調查／監測／災害防救運用」，國土 資訊系統通訊期刊，第六十一期，第69-79頁。

8. 張思源，(2003)，「堤岸邊坡破壞對河川寬度及深度之影響-以草嶺崩坍 區河道為例」，國立交通大學土木工程學系，碩士論文。

9. 陳威誠，(2004)，「由光達覆蓋模型萃取數值高程模型之研究」，國立

15. The Engineering ToolBox 網頁，http://www.engineeringtoolbox.com/。

16. Albertson, M. L., Y. B. Dai, R. A. Jensen and H. Rouse. (1950). “Diffusion of submerged jets.” Transactions of ASCE Vol. 115. Paper no. 2409:

639-664.

17. Annandale, G.W. (1995). “Erodibility.” Journal of Hydraulic Research, Vol.33, No.4: 471-494.

18. Annandale, G. W., (2006). “Scour technology.” McGraw Hill, New York.

19. Blaisdell FW, Clayton LA, Hebaus GG. (1981). “Ultimate dimension of local scour.” Journal of Hydraulics Division, American Society of Civil Engineers 107(HY3): 327-337.

20. Beltaos, S. and Rajaratnam, N. (1974). “Impinging circular turbulent jets. ” ASCE Journal of Hydraulic Engineering Vol. 100: 1313-1328.

21. Bollaert, E., and A. J. Schleiss, (2003). “Scour of rock due to the impact of plunging high velocity jets Part I: A state-of-the-art review.” Journal of Hydraulic Research, 41(5): 451-464.

22. Bollaert, E., (2002). “Transient water pressure in joints and formation of rock scour due to high-velocity jet impact.” in Lausanne, EPFL.

23. Bollaert, E., and A. J. Schleiss, (2005). “Physically based model for evaluation of rock scour due to high-velocity jet impact.” Journal of Hydraulic Engineering, ASCE, 131(3): 155-167.

24. Castillo E. L. G., (2006). “Aerated jets and pressure fluctuation in plunge pools.” Proceedings of the Seventh International Conference on Hydroscience and Engineering, Philadelphia, PA.

25. Collins, S. H. and Moon, G. C. 1979. ‘Stereometric measurement of streambank erosion’, Photogrammetric Engineering and Remote Sensing, 45: 183-190.

26. Dunn IS. 1959. “Tractive resistance of cohesive channels.” Proceedings Journal of Soil Mechanics and Foundation Division, American Society of Civil Engineers 85(SM3): 1-24.

27. Ervine, D. A., Falvey, H. T., and Withers, W., (1997). “Pressure fluctuations on plunge pool floors.” Journal of Hydraulic Research, 35(2):

257-279.

28. Franzetti, S. & Tanda, M.G. 1987. “Analysis of turbulent pressure fluctuation caused by a circular impinging jet.” International Symposium on New Technology in Model Testing in Hydraulic Research. India:8591.

29. Fredlund, D.G., Morgenstern, N.R., and Widger, R.A. (1978). “The shear strength of unsaturated soils”, Canadian Geotechnical Journal, 15: 313-321.

30. Foley, M.G. (1980), “Bedrock incision by streams.” Geol. Soc. Am.

Bull.,Part II, 91: 2189-2213.

31. Hanson GJ., K. M. Robinson and D. M. Temple. (1990). “Pressure and stress distribution due to a submerged impinging jet. In Proc. of the 1990 National Conference, Hydraulic Engineering American Society of Civil Engineers, :525-530.

32. Hanson GJ, A. Simon. (2001). “Erodibility of cohesive streambeds in the loess area of the midwestern USA.” Hydrological processes 15: 23-38.

33. Hanson GJ, Cook KR. (1997). “Development of excess shear stress parameters for circular jet testing.” ASAE Paper No. 97–2227, American Society of Agricultural Engineers: St. Joseph, MI.

34. Hanson GJ, Cook KR. (2004). “Apparatus, test procedures, and analytical methods to measure soil erodibility in situ.” Americam Society of Agricultural Engineers 20(4): 455-462.

35. Kirsten, H. A. D., (1982). “Classification system for excavation in natural materials.” Civil Engineer in South Africa, 24(7): 293-308.

36. Knighton, A.D. (1998), Fluvial Forms and Processes: A New Perspective.

Arnold, London, UK. : 383.

37. Lamb, M. P., W. E. Dietrich, and L. S. Sklar (2008) “A model for fluvial bedrock incision by impacting suspended and bedload sediment” Journal of Geophysical Research,VOL. 113, F03025,2-14.

38. Langendoen, E.J. (2000). “CONCEPTS: Conservational channel evolution and pollutant transport system software manual.” USDA-ARS National Sedimentation Laboratory Research Report, 16.

39. Moore WL, Masch FD. 1962. “Experiments of the scour resistance of cohesive sediments. ” Journal of Geophysical Research 67(4): 1437-1446.

40. Morgenstern, N. R. & Price, V. E. (1965). “The analysis of the stability of general slip surfaces”, Geotechnique, 15(1): 79-93.

41. Painter, R. B. Blyth, K., Mosedale, J. C. and Kelly, M. 1974. ‘The effect of afforestation on erosion processes and sediment yield’, inEffects of Man on the Interface of the Hydrological Cycle with the Physical Environment, International Association of HydrologicalSciences, Publication 113: 62–68.

42. Partheniades E. (1965). “Erosion and deposition of cohesive soils.” Journal of Hydraulic Engineering, 91(1): 105-139.

43. Shields, A. (1936). Anwendung der Aechlichkeitsmechanik und der Turbulenz Forschung auf die Geschiebebewegung, Mitteilungen der Pruessischen Versuchsanstalt fuer Wasserbau and Schiffbau, Berlin.

44. Simon, A., Pollen-Bankhead, N., Thomas, R. E.,(2010) . “Development and application of a deterministic bank-stability and toe-erosion model(BSTEM) for stream restoration.” AGU book.

45. Simon, A., Curini, A., Darby, S., and Langendoen, E. (1999). “Stream-bank mechanics and the role of bank and near-bank processes in incised channels. ” In: S. Darby and A. Simon, eds. Incised River Channels. John Wiley and Sons, New York: 123-152.

46. Simon, A., Curini, A., Darby, S.E., and Langendoen, E.J. (2000). “Bank and near-bank processes in an incised channel”, Geomorphology, 35: 193-217.

47. 30.Sklar, L.S. , W. E. Dietrich (2001), “Sediment and rock strength controls on river incision into bedrock.”, Geology, Vol.29, No.12, pp.1087-1990.

48. 30.Sklar, L. S., W. E. Dietrich (2004), “A mechanistic model for river incision into bedrock by saltating bed load.”, Water Resources Research, Vol.

40, No. 6, pp 063011-0630121

49. Stein, O. R. , P. Y. Julien, and C. V. Alonso. (1993). “Mechanics of jet scour downstream of a headcut. ” Journal of the Hydraulic Research of IAHR31(6): 723-738.

50. Thorne C.R, Tovey N.K. (1981). “Stability of composite river banks”, Earth Surface Processes and Landforms, 6: 469- 484.

51. Watson, A.J. and L.R. Basher, (2006). Stream bank erosion: a review of processes of bank failure, measurement and assessment techniques, and modeling approaches, Landcare ICM Report No. 2005-2006/01, Landcare Research, Lincoln, Private Bag 6, Nelson, NEW ZEALAND.

52. Whipple, K.X., Snyder, N.P., and Dollenmayer, K., (2000). “Rate and processes of bedrock incision by the upper Ukak river since the 1912 Novarupta ash flow in the valley of Ten Thousand Smokes, Alaska”, Geology, 28(9): 835-838.