| 研究生: |
林明鋒 Lin, Ming-Feng |
|---|---|
| 論文名稱: |
喇叭型進水口三維流場之模擬 Computation of 3-D Flow for Morning-Glory Intake |
| 指導教授: |
賴泉基
Lai, Chan-Ji 呂珍謀 Liu, Jan-Mou |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 水利及海洋工程學系 Department of Hydraulic & Ocean Engineering |
| 論文出版年: | 2006 |
| 畢業學年度: | 94 |
| 語文別: | 中文 |
| 論文頁數: | 77 |
| 中文關鍵詞: | 導流板 、排洪結構物 、喇叭型溢洪道 、溢洪道 |
| 外文關鍵詞: | vortex, submerged flow, Morning-Glory spillway |
| 相關次數: | 點閱:182 下載:2 |
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喇叭型溢洪道為水庫排洪結構物的一種,一般而言設計流量主要為自由溢流的狀況。然而,受到溫室效應、氣象異常、流域逕流的改變等可能造成實際上的流量比設計排水量高,因此,為確保溢洪道是在安全的排水狀況下,瞭解各階段的流場狀況有其必要性。本研究使用泛用計算流體力學軟體模擬本研究室現有的喇叭型溢洪道壓克力模型,藉由軟體模擬瞭解浸沒與非浸沒及有無導流板之不同狀況下流場流動狀況。
由模擬的結果可以得知,FLUENT可以模擬出浸沒與非浸沒之流場,在非浸沒的情況下,自由溢流之流場皆呈對稱性,在浸沒的情況下,無導流板之流場並不呈對稱,流場主要為一漩渦,而導流板會將渦度集中在周圍。模擬結果得知,在滿管流時,有導流板的情況下,不但能避免進水口漩渦的產生,也降低進入進水口之流速,導流板確實能降低渦流對進水口的影響。
The Morning-Glory spillway is a kind of structure for flood expellent of the reservoir. In general, the free overflow is the main flow condition of the spillway. Consequently, the free flow over the spillway is well understood, but knowledge about submerged flow is generally relatively poor. However, the greenhouse effect cause unusual climate, and therefore change the basin runoff. So, may cause the spillway’s flow condition became submerged flow. In order to ensure the spillway is under the safe draining water condition, understanding various stage of the spillway is necessity. In this study we use commercial computation hydromechanics software to simulate the behavior of flow over a acrylic Morning-Glory spillway model in the laboratory. The results display flow over the spillway free overflow is better than submerged flow, and the antivortex board can reduce the vortex influence on spillway especially in submerged flow.
1. A.Roberson John﹐John J.Cassidy and M.Hanif.Chaudhry﹐“Hydraulic Engineering﹐” pp.363-366
2. Ansar M., T. Nakato ,“Experimental Study of 3D Pump-Intake Flow with and without Cross Flow”, J. of Hydr. Eng., ASCE, Vol. 127, No.10, pp. 825-834, 2001.
3. Ansar M., T. Nakato and S.G. Constantinescu ,“Numerical simulation of inviscid three-dimensional flows at single and dual pump intakes.” IAHR Journal of Hydraulics Research, Vol. 40, No. 4, pp. 461-470,2002.
4. Babaeyan-Koopaei1 K., E. M. Valentine2 , and D. Alan Ervine3 ,“Case Study on Hydraulic Performance of Brent Reservoir Siphon Spillway﹐” Journal of Hydraulic Engineering, Vol. 128, No. 6, pp. 562-567, June 2002.
5. Constantinescu S.G. and V.C. Patel , “Numerical model for simulation of pump-intake flow and vortices,” Journal of Hydraulic Engineering, Vol. 124, No. 2, pp. 123-134 ,1998.
6. Constantinescu S.G. and V.C. Patel, “Role of turbulence model in prediction of pump-bay vortices,” Journal of Hydraulic Engineering, Vol. 126, No. 5, pp. 387-391, May 2000.
7. Dou X., S.Jones , G. K. Young , and S. M.Sten ,‘‘Using a 3-D model to predict local scour.’’ Proc., ASCE, Water Resources Engineering Conferences, Memphis, Tenn., August 3–5, pp.198–203,1998.
8. FLUENT,“FLUENT 6.1 User’s Guide”,FLUENT.
9. Jr.Hite J. E., and W. C. Mih, ‘‘Velocity of air-core vortices at hydraulic intakes.’’ J. Hydr. Engrg., ASCE, Vol. 120, No. 3, pp.284–297,1994.
10. K. Mahesh , S. G.. Constantinescu , S. Apte , G. Iaccarino , F. Ham and P. Moin “Progress Toward Large Eddy Simulation of Turbulent Reacting and Non-Reacting Flows in Complex Geometries.” Annual Research Briefs 2002, Center for Turbulence Research, Stanford University, CA,2002.
11. Li S., Y. Lai , L. Weber , J.M. Silva and V.C. Patel ,“Validation of a 3D numerical model for water pump intakes.” Journal Hydraulic Research, Vol. 42, No. 3, pp.282-292,2004.
12. Mahesh K., G. Constantinescu , P. Moin ,“A numerical method for LES in complex geometries.” Journal of Computational Physics, Vol. 197, No. 1,pp. 215-240,2004.
13. Mahesh K., S.G.. Constantinescu and P. Moin ,“A Numerical Method for Large Eddy Simulation in Complex Geometries.” Journal of Computational Physics, Vol. 197, No. 1, pp.215-240, 2004.
14. Matahel Ansar and Tatsuaki Nakato ,“Experimental Study of 3D Pump-Intake Flows with and without Cross Flow ﹐” Journal of Hydraulic Engineering, Vol. 127, No. 10, pp. 825-834, October 2001.
15. McCoy A., S.G. Constantinescu and L. Weber (2005a) ,“LES simulation of contaminant removal from the embayment area between two vertical groynes in a channel,” XXXIst International Association Hydraulic Research Congress, Seoul, Korea, September 2005.
16. McCoy A., S.G. Constantinescu and L. Weber (2005b) ,“Coherent structures and mass exchange processes in channel flow with spanwise obstructions,” ERCOFTAC International Symposium on Engineering Turbulence Modeling and Measurements, Sardinia, Italy, May 2005.
17. Melville B.W., R. Ettema and T. Nakato ,“Review of flow problems at water intake pump sumps.” EPRI Research Project RP3456-01 Final Report, Electric Power Research Institute, Palo Alto, CA,1994.
18. Nevzat Yildirim and Fikret Kocabas﹐“Critical Submergence for Intakes in Still-Water Reservoir ﹐” Journal of Hydraulic Engineering, Vol. 124, No. 1, pp. 103-104, January 1998.
19. Nevzat Yıldırım, Fikret Kocabas,and Salih Cem Gulcan“FLOW-BOUNDARY EFFECTS ON CRITICAL SUBMERGENCE OF INTAKE PIPE﹐” Journal of Hydraulic Engineering, Vol. 126, No. 4, April, 2000.
20. Rajendran V. P., S. G. Constantinescu and V. C. Patel ,“Experimental Validation of Numerical Model of Flow in Pump-Intake Bays.” Journal of Hydraulic Engineering, Vol. 125, No. 11, pp.1119-1125,1999.
21. Tarek M. Salaheldin, ASCE; Jasim Imran, ASCE; and M. Hanif Chaudhry, ASCE﹐“Numerical Modeling of Three-Dimensional Flow Field Around Circular Piers﹐” Journal of Hydraulic Engineering, Vol. 130, No. 2,pp.91-100 February 2004.
22. Tokyay T. and S.G. Constantinescu (2005a) ,“Large Eddy Simulation and Reynolds Averaged Navier Stokes Simulations of flow in a realistic pump intake: A validation study,” World Water and Environmental Resources Congress, Alaska, May 2005.
23. Tokyay T. and S.G. Constantinescu, (2005b) ,“Coherent structures in pump intake flows: A Large Eddy Simulation study,” XXXIst International Association Hydraulic Research Congress, Seoul, Korea, September 2005.
24. Wu W., W. Rodi and T. Wenka ,“3D numerical modeling of flow and sediment transport in open channels,” J. Hydraulic Engineering, ASCE, Vol. 126, pp. 4-15,2000.
25. Yıldırım N. and F. Kocabas ,‘‘Critical submergence for intakes in open channel flow.’’ J. Hydr. Engrg., ASCE, Vol. 121, No. 12,pp. 900–905,1995.
26. Yıldırım N. and F. Kocabas ,‘‘Critical submergence for intakes in still-water reservoir.’’ J. Hydr. Engrg., ASCE, Vol. 124, No. 1, pp.103–104,1998.
27. Yıldırım N. and F. Kocabas, ‘‘Prediction of critical submergence for an intake pipe. ’’ Journal of Hydraulic Research, IAHR, Vol. 40, No. 4, pp.507-518,2002.
28. Yildirim N., F. Kocabas , and S.C. Gülcan ,‘‘Flow boundary effects on critical submergence of an intake pipe. ’’ Journal of Hydraulic Engineering, ASCE, Vol. 126, No. 4, pp.288-297,2000.
29. Yulin W., L. Yong and L. Xiaoming ,“PIV Experiments on flow in a model pump suction sump.” Research Report, Thermal Engineering Department, Tsinghua University, China,2000.
30. Zeng J., S.G. Constantinescu, and L. Weber (2005a) , “A fully 3D non-hydrostatic models for prediction of flow, sediment transport and bed morphology in open channels,” XXXIst International Association Hydraulic Research Congress, Seoul, Korea, September 2005.
31. Zeng J., S.G. Constantinescu, and L. Weber (2005b) ,“Validation of a computational model to predict suspended and bed load sediment transport and equilibrium bed morphology in open channels,” River and Coastal Estuarine Morphology Conference, University of Illinois, 2005.
32. 潘志銘,「取水口捲氣渦漩之模擬」,國立台灣大學土木工程研究所碩士論文,中華民國八十二年六+月。
33. 「進水口捲氣漩渦之研究」,財團法人中興工程科技研究發展基金會資助,國立台灣大學水工試驗所,中華民國八十三年二月。
34. 「進水口捲氣漩渦之研究(Ⅱ)」,財團法人中興工程科技研究發展基金會資助,國立台灣大學水工試驗所,中華民國八十五年七月。
35. 洪健豪,「三維光滑明渠紊流流場之量測與分析」,國立中興大學土木工程研究所博士論文,中華民國九十二年六月。