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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 林國峰(Gwo-Fong Lin) | |
| dc.contributor.author | Yao-Chi Kuo | en |
| dc.contributor.author | 郭耀麒 | zh_TW |
| dc.date.accessioned | 2021-06-15T05:59:26Z | - |
| dc.date.available | 2014-08-21 | |
| dc.date.copyright | 2010-08-21 | |
| dc.date.issued | 2010 | |
| dc.date.submitted | 2010-08-16 | |
| dc.identifier.citation | 曾晴賢、李淑珠(1987)，「魚道的設計指南及案例」，中國水產，第419期，第21-28頁。
沈榮茂、程桂興、尹伯亮(1992)，「臺灣河川穩定與計劃河寬之初步探討」，第6屆水利工程研討會論文集，國立交通大學，新竹，第324-336頁。 林呈(1998)，「本省西部重要河川橋樑橋基災害分析與橋基保護工法資料庫系統之建立」，交通部運輸研究所專題研究計畫成果報告。 林呈(1999)，「跨河構造物防治沖刷之技術與策略研究—應用剛性或柔性攔砂堰作為橋基保護方法之評估探討」，行政院公共工程委員會專案研究計劃。 林家愈(1999)，「魚道之水理研究」，碩士論文，國立台灣大學農業工程學研究所，臺北。 曾明性(1999)，「橋台及橋墩沖刷防治工法之探討」，交通部科技顧問室研究報告。 胡通哲(2001)，「坡度對魚類在改良型舟通式魚道溯游影響之研究」，第12屆水利工程研討會論文集，國立成功大學，台南，第F47-F54頁。 吳瑞賢、溫博文、毛振泰(2002)，「河川生態基流量、棲地改善及分流演算之研究暨河川魚類洪、枯水流量棲地分佈之推估」，生態基準流量評估技術研討會，經濟部水利署，台中，第D1-D33頁。 胡通哲、葉明峰(2002)，「基隆河生態基流量之研究」，第十三屆水利工程研討會論文集，國立雲林科技大學水土資源及防災科技研究中心，雲林，第F8-F13頁。 經濟部水利署水利規劃試驗所(2002)，「河川保留基流量評估技術研究計畫（3/3）」，成果報告，台中。 許銘熙、蘇騰鋐(2003)，「豎孔式魚道水理分析」，台灣水利，第51卷，第4期，第21-28頁。 蕭政忠、吳富春(2004)，「集集攔河堰最佳引水與河川生態流量之研究」，第14屆水利工程研討會論文集，國立交通大學土木工程學系與防災工程研究中心，新竹，第1-8頁。 謝文雄、胡通哲、柳文成(2004)，「河川生態工法之規劃-以霧社溪為例」，第14屆水利工程研討會論文集，國立交通大學土木工程學系與防災工程研究中心，新竹，第D41-D50頁。 葉明峰、李訓煌、張世倉、陳榮宗(2004)，「台灣馬口魚、粗首鱲、平頷鱲、明潭吻鰕虎游泳能力之研究(3/3)」，行政院農業委員會特有生物研究保育中心。 郭文達、賴進松、張向寬(2005)，「逆風通量分裂式有限體積算則於基隆河圓山段之水流模擬」，台灣水利，第53卷，第4期，第53-65頁。 經濟部水利署水利規劃試驗所(2006)，「河川生物通道調查試驗研究(2/3)」，成果報告，台中。 Aberle, J., and Smart, G. M. (2003). “The influence of roughness structure on flow resistance on steep slopes.” Journal of Hydraulic Research, 41(3), 259-269. Bartschi, D. K. (1976). “A habitat discharge method of determining instream flow to protect habitat.” Proceedings of the Symposium and Specialty Conference on Instream Flow Needs, American Fisheries Society, 285-294. Beecher, H. A. (1990). “Standards for instream flows.” Rivers, 1(2), 97-109. Benjamin, L., and Van Kirk, R. W. (1999). “Assessing instream flows and reservoir operations of an Eastern Idaho river.” Journal of the American Water Resources Association, 35(4), 899-909. Blodgett, J. C., and McConaughy, C. E. (1986). “Rock riprap design for protection of stream channels near highway structures.” U. S. Geol. Survey, Sacramento, California, Water-Resources Investigations Report, 86-4128. Bollaert, E., and Schleiss, A. (2003). “Scour of rock due to the impact of plunging high velocity jets partⅠ: a state-of-the-art review.” Journal of Hydraulic Research, 41(5), 451-464. Bormann, N. E., and Julien, P. Y. (1991). “Scour downstream of grade-control structure.” Journal of Hydraulic Engineering, 117(5), 579-594. Brufau, P., and Garcia-Navarro, P. (2003). “Unsteady free surface flow simulation over complex topography with a multidimensional upwind technique.” Journal of Computational Physics, 186(2), 503-526. California Division of Highways (1970). Bank and shore protection in California highway practice, Department of Public Works. Canepa, S., and Hager, W. H. (2003). “Effect of jet air content on plunge pool scour.” Journal of Hydraulic Engineering, 129(5), 358-365. Cea, L., Pena, L., Puertas, J., Vazquez-Cendon, M. E., and Pena, E. (2007a). “Application of several depth-averaged turbulence models to simulate flow in vertical slot fishways.” Journal of Hydraulic Engineering, 13(2), 160-172. Cea, L., Puertas, J., and Vazquez-Cendon, M. E. (2007b). “Depth averaged modelling of turbulent shallow water flow with wet-dry fronts.” Archives of Computational Methods in Engineering, 14(3), 303-341. Chatterjee, S. S., Ghosh, S. N., and Chatterjee, M. (1994). “Local scour due to submerged horizontal jet.” Journal of Hydraulic Engineering, 120(8), 973-992. Chang, H. H. (1988). Fluvial processes in river engineering, John Wiley, New York. Chen, Y. C., and Chiu, C. L. (2004). “A fast method of flood discharge estimation.” Hydrological Processes, 18(9), 1671-1684. Chow, V. T. (1959). Open-channel hydraulics, McGraw-Hill, New York. Cowell, C. M., and Stoudt, R. T. (2002). “Dam-induced modifications to upper Allegheny River streamflow patterns and their biodiversity implications.” Journal of the American Water Resources Association, 38(1), 187-196. D’Agostino, V., and Ferro, V. (2004). “Scour on alluvial bed downstream of grade-control structures.” Journal of Hydraulic Engineering, 130(1), 24-37. Dargahi, B. (2003). “Scour development downstream of a spillway.” Journal of Hydraulic Research, 41(4), 417-426. Dey, S., and Barbhuiya, A. K. (2004). “Clear-water scour at abutments in thinly armored beds.” Journal of Hydraulic Engineering, 130(7), 622-634. Dey, S., and Sarkar, A. (2006). “Scour downstream of an apron due to submerged horizontal jets.” Journal of Hydraulic Engineering, 132(3), 246-257. DVWK (2002). “Fish passes: design.” Dimensions and Monitoring, Food and Agriculture Organization of the United Nations. Farhoudi, J., and Smith, K. V. H. (1985). “Local scour profiles downstream of hydraulic jump.” Journal of Hydraulic Research, 23(4), 343-358. Flug, M., Seitz, H. L. H., and Scott, J. F. (2000). “Multicriteria decision analysis applied to Glen Canyon dam.” Journal of Water Resources Planning and Management, 126(5), 270-276. Froehlich, D. C. (1995). “Armor-limited clear-water contraction scour at bridges.” Journal of Hydraulic Engineering, 121(6), 490-493. Gaudio, R., Marion, A., and Bovolin, V. (2000). “Morphological effects of bed sills in degrading rivers.” Journal of Hydraulic Research, 38(2), 89-96. Gaudio, R., and Marion, A. (2003). “Time evolution of scouring downstream of bed sills.” Journal of Hydraulic Research, 41(3), 271-284. Gogus, M., and Defne, Z. (2005). “Effect of shape on incipient motion of large solitary particles.” Journal of Hydraulic Engineering, 131(1), 38-45. Gotoh, H., Sakai, T., and Shibahara, T. (1999). “Lagrangian approach to flow-velocity field under the existence of the drastic change of water surface.” Annual Journal of Hydraulic Engineering, 43, 509-514. Guo, W. D., Lai, J. S., and Lin, G. F. (2007). “Hybrid flux-splitting finite volume scheme for the shallow water flow simulations with source terms.” Journal of Mechanics, 23(4), 269-283. Hassan, N. M. K. N., and Narayanan, R. (1985). “Local scour downstream of an apron.” Journal of Hydraulic Engineering, 111(11), 1371-1385. Hoatlim, F., and Chiew, Y. M. (2001). “Parametric study of riprap failure around bridge piers.” Journal of Hydraulic Research, 39(1), 61-72. Hoerner, S. F. (1957). Fluid-dynamic drag, Self-published, Midland Park, New York. Hoffmans, G. J. C. M. (1998). “Jet scour in equilibrium phase.” Journal of Hydraulic Engineering, 124(4), 430-437. Hu, T. J., and Lee, H. H. (2006). “A pool-and-weir fishway experiment for native fishes and Gray relational grade analysis.” Proceedings of the 15th Hydraulic Engineering Conference, Tao-Yuan, Taiwan, H76-H82. Jowett, I. G. (1997). “Instream flow method: a comparison of approaches.” Regulated Rivers: Research and Management, 13, 115-127. Katopodis, C. (1990). “Advancing the art of engineering fishways for upstream migrants.” Proceedings of the International Symposium on Fishways, Gifu, Japan, 19-28. Katopodis, C. (1992). “Introduction to fishway design.” Working Document, Fish Passageways and Diversion Structures Course, National Education and Training Center, USFWS. Koel, T. M., and Sparks, R. E. (2002). “Historical patterns of river stage and fish communities as criteria for operations of dams on the Illinois River.” River Research and Applications, 18, 3-19. Lai, J. S., Lin, G. F., and Guo, W. D. (2005). “An upstream flux-splitting finite-volume scheme for 2D shallow water equations.” International Journal for Numerical Methods in Fluids, 48(10), 1149-1174. Lake, P. S. (2003). “Ecological effects of perturbation by drought in flowing waters.” Freshwater Biology, 48, 1161-1172. Larinier, M. (1992). “Passes à bassins succes-sifs, prébarrages et rivières artificielles.” Bulletin Francais de la Pêche et de la Pisciculture, 326, 45-72. Lauchlan, C. S., and Melville, B. W. (2001). “Riprap protection at bridge piers.” Journal of Hydraulic Engineering, 127(5), 412-418. Leveque, R. J. (1998). “Balancing source terms and flux gradients in high-resolution Godunov methods: the quasi-steady wave-propagation algorithm.” Journal of Computational Physics, 146(1), 346-365. Lin, G. F., Lai, J. S., and Guo, W. D. (2003). “Finite-volume component-wise TVD schemes for 2D shallow water equations.” Advances in Water Resources, 26(8), 861-873. Lin, J. Y., Chen, Y. C., and Tsao, E. H. (2006). “Estimation of ecological high flow.” Hydrological Processes, 20(2), 319-328. Liu, M., Rajaratnam, N., and Zhu, D. Z. (2006). “Mean flow and turbulence structure in vertical slot fishways.” Journal of Hydraulic Engineering, 132(8), 765-777. Maingi, J. K., and Marsh, S. E. (2002). “Quantifying hydrologic impacts following dam construction along the Tana River, Kenya.” Journal of Arid Environments, 50, 53-79. Marion, A., Lenzi, A., and Comiti, F. (2004). “Effect of sill spacing and sediment size grading on scouring at grade-control structures.” Earth Surface Processes Landforms, 29, 983-993. Masayuki, F., and Shinako, K. (2001). “Numerical simulation of flow in vertical slot fishways using solution adaptive quadtree grids.” XXIX IAHR Congress, Beijing, China, Theme D, 876. Mason, P. J. (1989). “Effects of air entrainment on plunge pool scour.” Journal of Hydraulic Engineering, 115(3), 385-399. Mason, P. J., and Arumugam, K. (1985). “Free jet scour below dams and flip buckets.” Journal of Hydraulic Engineering, 111(2), 220-235. Maynord, S. T., Ruff, J. F., and Abt, S. R. (1989). “Riprap design.” Journal of Hydraulic Engineering, 115(7), 937-949. Mih, W. C., and Kabir, J. (1983). “Impingement of water jet on nonuniform streambed.” Journal of Hydraulic Engineering, 109(4), 536-548. Milhous, R. T., Updike, M., and Schneider, D. (1990). “User’s guide to the physical habitat simulation (PHABSIM)-version II.” Biological Report, U. S. Fish and Wildlife Service. Mohamed, M. S., and Mccorquodale, J. A. (1992). “Short-term local scour.” Journal of Hydraulic Research, 30(5), 685-699. Monk, W. A., Wood, P. J., Hannah, D. M., Wilson, D. A., Extence, C. A., and Chadd, R. P. (2006). “Flow variability and macroinvertebrate community response within riverine systems.” River Research and Applications, 22, 595-615. Nelida, C. Z., Senka, V., and Luka, S. (2004). “Balanced finite volume WENO and central WENO schemes for the shallow water and the open-channel flow equations.” Journal of Computational Physics, 200, 512-548. Office, Chief of Engineers, OCE, U. S. Army (1970). Hydraulic design of flood control channels, EM 1110-2-1601, U. S. Government Printing Office, Washington, D. C. Orth, D. J. (1987). “Ecological considerations in the development and application of instream flow-habitat models.” Regulated Rivers, 1, 171-181. Pagliara, S. (2007). “Influence of sediment gradation on scour downstream of block ramps.” Journal of Hydraulic Engineering, 133(11), 1241-1248. Park, C. C. (1977). “World-wide variations in hydraulic geometry exponents of stream channels: an analysis and some observations.” Journal of Hydrology, 33, 133-146. Parola, A. C. (1993). “Stability of riprap at bridge piers.” Journal of Hydraulic Engineering, 119(10), 1080-1093. Poff, N. L., Allan, J. D., Bain, M. B., Karr, J. R., Prestegaard, K. L., Richter, B. D., Sparks, R. E., and Stromberg, J. C. (1997). “The natural flow regime: a paradigm for river conservation and restoration.” Bioscience, 47(11), 769-784. Rajaratnam, N. (1981). “Erosion by plane turbulent jets.” Journal of Hydraulic Research, 19(4), 339-358. Rajaratnam, N., and Macdougall, R. K. (1983). “Erosion by plane wall jets with minimum tailwater.” Journal of Hydraulic Engineering, 109(7), 1061-1064. Raudkivi, A. J. (1967). “Analysis of resistance in fluvial channels.” Proc. ASCE, 93(5), 73-84. Raudkivi, A. J. (1998). Loose boundary hydraulics, A. A. Balkema, Rotterdam, Netherlands. Raudkivi, A. J., and Ettema, R. (1985). “Scour at cylindrical bridge piers in armored beds.” Journal of Hydraulic Engineering, 111(4), 713-731. Raudkivi, A. J., and Ettema, R. (1982). “Stability of armor layers in rivers.” Journal of Hydraulic Division, 108(9), 1047-1057. Richter, B. D., Baumgartner, J. V., Braun, D. P., and Powell, J. (1998). “A spatial assessment of hydrologic alteration within a river network.” Regulated Rivers: Research and Management, 14(4), 329-340. Richter, B. D., Mathews, R., Harrison, D. L., and Wigington, R. (2003). “Ecologically sustainable water management: managing river flows for ecological integrity.” Ecological Applications, 13(1), 206-224. Richter, B. D., Warner, A. T., Meyer, J. L., and Lutz, K. (2006). “A collaborative and adaptive process for developing environmental flow recommendations.” River Research and Applications, 22(3), 297-318. Rodi, W. (1980). Turbulence models and their application in hydraulics - a state of the art review, State-of-the Art Paper, International Association for Hydraulic Research, Delft, The Netherlands. Rosenberg D. M., McCully, P., and Pringle, C. M. (2000). “Global-scale environmental effects of hydrological alterations: introduction.” Bioscience, 50(9), 746-751. Sale, M. J., Brill Jr., E. D., and Herricks, E. E. (1982). “An approach to optimizing reservoir operation for downstream aquatic resources.” Water Resources Research, 18(4), 705-712. Shiau, J. T., and Wu, F. C. (2004). “Feasible diversion and instream flow release using range of variability approach.” Journal of Water Resources Planning and Management, 130(5), 395-404. Shiau, J. T., and Wu, F. C. (2008). “A histogram matching approach for assessment of flow regime alteration: application to environmental flow optimization.” River Research and Applications, 24, 914-928. Smith, S. E., Buttner, G., Szilagyi, F., Horvath, L., and Aufmuth, J. (2000). “Environmental impacts of river diversion: Gabcikovo Barrage System.” Journal of Water Resources Planning and Management, 126(3), 138-145. Stein, O. R., Alonso, C. V., and Julien, P. Y. (1993). “Mechanics of jet scour downstream of a headcut.” Journal of Hydraulic Research, 31(6), 723-738. Suen, J. P., and Eheart, J. W. (2006). “Reservoir management to balance ecosystem and human needs: incorporating the paradigm of the ecological flow regime.” Water Resources Research, 42(3), W03417, doi: 10.1029/2005WR004314. Sumer, B. M., Cokgor, S., and Fredsoe, J. (2001). “Suction removal of sediment from between armor blocks.” Journal of Hydraulic Engineering, 127(4), 293-306. Taylor, V., Schulze, R., and Jewitt, G. (2003). “Application of the indicators of hydrological alteration method to the Mkomazi River, KwaZulu-Natal, South Africa.” African Journal of Aquatic Science, 28, 1-11. Tennant, D. L. (1976). “Instream flow regimes for fish, wildlife, recreation, and related environmental resources.” Fisheries, 1(4), 6-10. Tharme, R. E. (2003). “A global perspective on environmental flow assessment: emerging trends in the development and application of environmental flow methodologies for rivers.” River Research and Applications, 19(5-6), 397-441. Toro, E. (2001). Shock-capturing methods for free-surface shallow water flows, John Wiley & Sons, New York. Tseng, M. H. (2003). “The improved surface gradient method for flows simulation in variable bed topography channel using TVD-MacCormack scheme.” International Journal for Numerical Methods in Fluids, 43, 71-91. Tsujimoto, T., and Shimizu, Y. (1996). “Flow structure of stream-type fish way.” Ecohydraulics, 843-854. U. S. Bureau of Reclamation (1958). Hydraulic design of stilling basins and energy dissipators, Engineering Monograph, Denver, Colorado. Vischer, D. L., and Hager, W. H. (1995). Energy dissipator, Netherlands. Wohl, E., Angermeier, P. L., Bledsoe, B., Kondolf, M., MacDonnell, L., Merritt, D. M., Palmer, M. A., Poff, N. L., and Tarboton, D. (2005). “River restoration.” Water Resources Research, 41(10), W10301, doi: 10.1029/2005WR003985. Worman, A. (1992). “Incipient motion during static armoring.” Journal of Hydraulic Engineering, 118(3), 496-501. Worman, A. (1989). “Riprap protection without filter layers.” Journal of Hydraulic Engineering, 115(12), 1615-1630. Xu, W., Deng, J., Qu, J., Liu, S., and Wang, W. (2004). “Experiment investigation on influence of aeration on plane jet scour.” Journal of Hydraulic Engineering, 130(2), 160-164. Yu, S. L., and Lee, T. W. (2002). “Habitat preference of the stream fish, Sinogastromyzon puliensis (Homalopteridae).” Zoological Studies, 41(2), 183-187. Zhao, D. H., Shen, H. W., Lai, J. S., and Tabios, G. Q. (1996). “Approximate Riemann solvers in FVM for 2D hydraulic shock wave modeling.” Journal of Hydraulic Engineering, 122(12), 692-702. Zhou, J. G., Causon, D. M., Mingham, C. G., and Ingrams, D. M. (2001). “The surface gradient method for the treatment of source terms in the shallow water equations.” Journal of Computational Physics, 168, 1-25. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/47429 | - |
| dc.description.abstract | 為加強保護臺灣河川中常見的柔性固床工安全及兼顧考量生態功能，本研究以荖濃溪固床工為例，經由實驗室水槽模型試驗探討這類型柔性固床工主要的破壞機制與保護方式。依據現場觀察、塊體穩定性分析以及水槽模型試驗結果得知，其主要破壞機制有二，分別為固床工塊體間隙填料遭受水流淘出至塊體基礎以下時引致固床工塊體之傾倒破壞，以及固床工下游沖刷坑所產生的溯源沖刷破壞。改善保護方式首先設計預鑄小混凝土塊排放在固床工塊體間隙填料上，使具類似護甲保護作用，其次固床工主體採方形塊體交錯排列布置，其上游面漸近至原底床高度，再者將下游側護坦延伸至沖刷坑位置。試驗結果證實這些設計保護方式可以明顯達到保護固床工安全之良好效果，文中提出之斜坡未浸沒水躍最大沖刷水深及其發生位置二經驗式可提供規劃設計時之參考。
柔性固床工塊體間隙亦可兼具做為河川之生物通道，本研究經進行柔性固床工塊體間隙斜曲面魚道之案例設計、水槽模型水理試驗與二維數值流場模擬等項。設計方面，首要考量固床工的安全，進而是生態上的功能。安全上，係依案例河段之計畫洪水流量，進行固床工塊體之穩定性分析以決定塊體尺寸；生態功能上，即以所決定的固床工塊體尺寸，搭配本研究發展出之整合法估算出生態流量施放範圍，設計成具局部深槽及縱向坡度1/20、橫向坡度1/22.4的斜曲面魚道。依據水槽內1/5等比例模型水理試驗結果，在流速、水深與休息區等方面，研判均符合台灣石魚賓 等原生魚種的上溯水理需求。二維數值流場模擬結果，能適當反應出斜曲面魚道休息區與各塊體間隙縱、橫向流路之分合流特性。 | zh_TW |
| dc.description.provenance | Made available in DSpace on 2021-06-15T05:59:26Z (GMT). No. of bitstreams: 1 ntu-99-D90521015-1.pdf: 5846335 bytes, checksum: b3c584de6426001dc664dcc7a4e1a5f4 (MD5) Previous issue date: 2010 | en |
| dc.description.tableofcontents | 目 錄
口試委員會審定書………………………………………………..ⅰ 誌謝………………………………………………………………..ⅱ 摘要………………………………………………………………..ⅲ Abstract…………………………………………………………... ⅴ 目錄……………………………………………………...………...ⅶ 表目錄…………………………………………………………… .........ⅹⅱ 圖目錄…………………………………………………………….ⅹⅳ 第1章 前言………………………………………………………..1 1.1 研究緣起與目的……………………………………….....1 1.2 文獻回顧………………………………………….............1 1.3 研究構想與方法…………………………………….........5 第2章 現場觀察…………………………………………………..8 2.1 目標構造物…………………………………………….....8 2.2 現場觀察結果與分析………………………………….....9 第3章 柔性固床工破壞與保護之水槽試驗…………………….34 3.1 荖濃溪固床工模型試驗建立…………………………...34 3.1.1 位址水文…………………………………………34 3.1.2 模型設計…………………………………………35 3.1.2.1 模型比例尺……………………………...35 3.1.2.2 模型試驗用砂…………………………...36 3.1.2.3 模型布置………………………………...37 3.1.3 試驗內容與方法…………………………………38 3.1.4 試驗條件與步驟…………………………………39 3.1.4.1 量測點…………………………………...39 3.1.4.2 試驗流量………………………………...41 3.1.4.3 試驗條件………………………………...41 3.1.4.4 試驗步驟………………………………...41 3.2 水槽試驗結果…………………………...........................55 3.2.1 固床工塊體之傾倒破壞…………………………55 3.2.1.1 Case 1試驗………………………………55 3.2.1.2 Case 2試驗………………………………56 3.2.2 固床工之改善保護………………………………57 3.2.2.1 Case 3試驗……………………………….57 3.2.2.2 Case 4試驗……………………………….58 3.2.2.3 Case 5試驗……………………………….59 3.2.2.4 Case 6試驗……………………………….59 3.2.3 塊體不同形狀與排數………………………........60 3.2.3.1 方形塊體五排(Case 7)…..……………...60 3.2.3.2 方形塊體七排(Case 8)…..……………...61 3.2.3.3 圓形塊體五排(Case 9)..………………...62 3.2.3.4 圓形塊體七排(Case 10)..……………….62 3.2.3.5 六邊形塊體五排(Case 11)..…………….62 3.2.3.6 六邊形塊體七排(Case 12)..…………….63 3.2.4 下游沖刷坑試驗………………………………...63 3.3 討論……………………………......................................96 3.3.1 固床工塊體之傾倒破壞機制分析……………...96 3.3.2 塊體間隙填料護甲保護分析…………………...98 3.3.3 塊體不同形狀與排數之穩定性比較…………..100 3.3.4 下游底床沖刷………………………..................101 3.3.4.1 下游底床沖刷比較…………………….101 3.3.4.2 下游底床沖刷坑因次分析…………….102 3.3.4.3 下游底床最大沖刷水深與發生位置….103 第4章 柔性固床工塊體間隙做為生物通道之試驗…………..115 4.1 生態流量估算………………………………………….115 4.1.1 整合法估算……………………………………..117 4.1.1.1 單位寬度流量………………………...118 4.1.1.2 穩定渠道河寬………………………...120 4.1.1.3 放流係數……………………………...120 4.1.2 案例比較與生態流量施放之虛擬操作………..123 4.1.2.1 不同目標魚種之單位寬度流量比較...124 4.1.2.2 與歷史流量法之生態基流量估算結果 比較…………………………………...125 4.1.2.3 與棲地法之生態基流量估算結果比較……………………………………..126 4.1.2.4 生態高流量案例估算比較…………...126 4.1.2.5 生態流量施放之案例虛擬操作……...127 4.1.3 討論……………………………………………..129 4.1.3.1 豐、枯水期生態基流量之集水面積估 算式…………………………………..129 4.1.3.2 本文整合法與其他方法生態流量估算 之綜合評比…………………………..130 4.2柔性固床工塊體間隙做為生物通道之斜曲面魚道試驗……………………………………..146 4.2.1 二維水理數值模擬測試……………..................146 4.2.1.1 控制方程及其FVM離散……………..147 4.2.1.2 二維淺水方程之逆風通量分裂算則….149 4.2.1.3 案例模擬測試與討論………………….155 4.2.2 斜曲面魚道之案例設計與布置………………..159 4.2.3 斜曲面魚道之水槽模型試驗…………………..160 4.2.4 斜曲面魚道之二維水理數值模擬……………..162 第5章 結論與建議……………………………………………..181 參考文獻…………………………………………………………184 | |
| dc.language.iso | zh-TW | |
| dc.subject | 斜曲面魚道 | zh_TW |
| dc.subject | 柔性固床工 | zh_TW |
| dc.subject | 破壞機制 | zh_TW |
| dc.subject | 塊體穩定性分析 | zh_TW |
| dc.subject | 模型水理試驗 | zh_TW |
| dc.subject | 整合法 | zh_TW |
| dc.subject | 生態流量 | zh_TW |
| dc.subject | integrated method | en |
| dc.subject | sloping fishway | en |
| dc.subject | ecological flow | en |
| dc.subject | flexible stabilization works (FSWs) | en |
| dc.subject | scour failure mechanism | en |
| dc.subject | block stability analysis | en |
| dc.subject | hydraulic model test | en |
| dc.title | 柔性固床工之保護與生物通道試驗研究 | zh_TW |
| dc.title | Experiments on the Protection and Ecological Corridor of the Flexible Stabilization Works | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 98-2 | |
| dc.description.degree | 博士 | |
| dc.contributor.coadvisor | 賴進松(Jihn-Sung Lai) | |
| dc.contributor.oralexamcommittee | 盧昭堯(Jau-Yau Lu),李華寧(Hwa-Nin Lee),林文欽(Wen-Chin Lin) | |
| dc.subject.keyword | 柔性固床工,破壞機制,塊體穩定性分析,模型水理試驗,整合法,生態流量,斜曲面魚道, | zh_TW |
| dc.subject.keyword | flexible stabilization works (FSWs),scour failure mechanism,block stability analysis,hydraulic model test,integrated method,ecological flow,sloping fishway, | en |
| dc.relation.page | 191 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2010-08-17 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| 顯示於系所單位： | 土木工程學系 | |
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