主要成果 | 科研成果：授权的发明专利（第一完成人）
1. 一种突扩突缩式消能工的水流流态检测方法，专利号：ZL201010207816.3，授权时间：2012/02/15.
2. 一种平底泄水建筑物的掺气装置，专利号：ZL200610085550.3，授权时间：2009/12/09.
3. 一种差动式掺气挑坎，专利号：ZL200610085938.3，授权时间：2009/06/17.
4. 凸型平板闸门门槽，专利号：ZL200610098369.6，授权时间：2009/06/13.
5. 磨蚀发生器，专利号：ZL200710019419.1，授权时间：2009/06/12.
6. 水垫型消除水翅泄水建筑物中墩，专利号：ZL200410064714.5，授权时间：2007/01/17.
7. 负荷分配型消除水翅泄水建筑物中墩，专利号：ZL200410064713.0，授权时间：2007/02/07.
8. 负荷分配型消除水翅泄水建筑物中墩，专利号：ZL200410064713.0，授权时间：2007/02/07.
主要论文论著：（第一作者，SCI收录）
1. Inverse problem of bottom slope design for aerator devices, Journal of Hydrodynamics, 2013, 25(5): 805-808.
2. Emergy footprint evaluation of hydropower projects, Science China Technological Science, 2013, 56(9): 2336-2342.
3. Cavity flow regime for spillway aerators, Science China Technological Science, 2013, 56(4): 818-823.
4. Bottom roller characteristics in cavity of chute aerators, Journal of Hydraulic Research, IAHR, 2013, 51(3): 317-321.
5. Fin characteristics of aerator devices with lateral deflectors, Journal of Hydrodynamics, 2013, 25(2): 258-263.
6. Inception point of air entrainment over stepped spillways, Journal of Hydrodynamics, 2013, 25(1): 91-96.
7. Critical size effect sand particles on cavitation damage, Journal of Hydrodynamics, 2013, 25(1): 165-166.
8. Hydraulic characteristics of slit-type energy dissipaters, Journal of Hydrodynamics, 2012, 24(6): 883-887.
9. Flow regimes below aerators for discharge tunnels, Journal of Hydrodynamics, 2012, 24(3): 378-383.
10. Discussion of “Head loss coefficient of orifice plate energy dissipator”. Journal of Hydraulic Research, IAHR, 2011, 49(5): 830-831.
11. Influence of filling water on air concentration. Journal of Hydrodynamics, 2011, 23(5): 601-606.
12. Effects of entrained air manner on cavitation damage. Journal of Hydrodynamics, 2011, 23(3): 333-338
13. Head loss coefficient of orifice plate energy dissipator, Journal of Hydraulic Research, IAHR, 2010, 48(4): 526-530.
14. Flows through energy dissipaters with sudden reduction and sudden enlargement forms, Journal of Hydrodynamics, 2010, 22(3): 360-365.
15. Cavity length below chute aerators, Science in China, Ser.E, 2008, 51(2): 170-178.
16. Hydraulic characteristics of bottom underlay-type pier water-wing control, Journal of Hydrodynamics, 2008, 20(6): 735-740.
17. Emergence angle of flow over an aerator, Journal of Hydrodynamics, 2007, 19(5): 601-606.
18. Hydraulic characteristics of partial opening of the working gate for a discharge tunnel, Journal of Hydrodynamics, 2007, 19(4): 488-493.
19. On necessity of placing an aerator in the bottom discharge tunnel at the Longtan Hydropower Station, Journal of Hydrodynamics, 2006, 18(6): 698-701.
20. Hydraulic characteristics of water-wing for the middle-pier of a discharge tunnel, Journal of Hydrodynamics, 2006, 18(5): 567-571.
21. Experimental study on cavitation and water-wing for middle-piers of discharge tunnels, Journal of Hydrodynamics, 2005, 17(4): 429-437.
22. Effects of N+ implantation on surface modification of cavitation damage for 0Gr13Ni9Ti SS of turbine materials, Journal of Fluids Engineering, Trans ASME. 1997, 119(3): 204-208.
23. On acoustic performance of measuring structure for cavitation noise, Journal of Hydrodynamics, 1991, 3(2): 42-50. |
