Model Test to Select Optimal Shape of Diversion Tunnel Outlet

doi:10.3969/j.issn.1001-5485.2015.04.007

JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI ›› 2015, Vol. 32 ›› Issue (4): 35-39.DOI: 10.3969/j.issn.1001-5485.2015.04.007

• HYDRAULICS • Previous Articles Next Articles

Model Test to Select Optimal Shape of Diversion Tunnel Outlet

MA Bin¹, LI Li², ZHANG Zong-xiao³

1.Engineering Technology Department, University of Xijing, Xi’an 710048, China;
2. Engineering Management Department, Water Affairs Bureau of Xuancheng City, Xuancheng 242000, China;
3.Institute of Water Resources and Hydro-electric Engineering, Xi’an Univeristy of Technology,Xi’an 710048, China

Received:2013-11-11 Revised:2013-12-12 Online:2015-04-01 Published:2015-04-21

Abstract

Abstract: To select an optimum shape of the diversion tunnel outlet for Sanhekou hydropower project, hydraulic model test was conducted to research the influence of outlet shape on the downstream riverbed scouring (range and depth) and bank slope. The test was designed in the presence of diffusion and stilling basin respectively under five working conditions. According to the test results and engineering practice, suggestions to optimize the outlet shape were put forward and further tested. Finally the optimum scheme was determined.

Key words: model test, downstream riverbed scour, expansion segment of outlet, diversion tunnel, scheme comparison and selection, deepest impact point

CLC Number:

TV131.61

MA Bin, LI Li, ZHANG Zong-xiao. Model Test to Select Optimal Shape of Diversion Tunnel Outlet[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2015, 32(4): 35-39.

[1]	MA Peng-jie, WEI Kai, KANG Jing-wei, RUI Rui, CAI Zheng-qian, XIA Rong-ji. Mechanical Mechanism of Single Row of Micro Piles Strengthening Gently Inclined Long Fissured Soil Slope [J]. Journal of Yangtze River Scientific Research Institute, 2024, 41(3): 178-185.
[2]	LU An-dian, TANG Xin-wei, YAN Zhen-rui, MAI Sheng-wen, YAO Guang-liang. Full-scale Model Test on Tensioning Technology of Prestressed Lining with Unbonded Circular Anchor [J]. Journal of Yangtze River Scientific Research Institute, 2024, 41(3): 142-147.
[3]	YI Fu, TAO Han, DU Chang-bo, QI Xu-peng, ZHAI Wei-kun, XU Zhan. Modelling of Overtopping Break of Large Scale Tailings Pond Using Composite Model Sand [J]. Journal of Yangtze River Scientific Research Institute, 2024, 41(1): 83-89.
[4]	ZHU Jie-bing, LÜ Si-qing, WANG Bin, ZHU Yong-suo. Research Review of Scaled Physical Model Test of Water Inrush Disaster in Tunnel [J]. Journal of Yangtze River Scientific Research Institute, 2024, 41(1): 98-106.
[5]	CAO Wei-ping, LI Qing-yuan, TAO Peng, ZHAO Min. Model Test on Bearing Behaviors of Battered Piles under Horizontal Eccentric Loads [J]. Journal of Yangtze River Scientific Research Institute, 2023, 40(9): 118-125.
[6]	YAN Peng-peng. Hydraulic Characteristics of Spillway of a Labyrinth Weir in Kenya [J]. Journal of Yangtze River Scientific Research Institute, 2023, 40(8): 92-96.
[7]	GU Jian-yong, ZHANG Qiang, LU Xiao-chun, HU Jing, ZHU Jun-wei. Centrifugal Model Test on Deformation Mechanism of Reservoir Bank Landslide under Reservoir Water Level Fluctuation [J]. Journal of Yangtze River Scientific Research Institute, 2023, 40(6): 166-172.
[8]	HAN Qi-yuan, XU Gui-zhong, LI Ming-dong, WENG Jia-xing. Model Test of Intermittent Vacuum Preloading Treatment of Dredged Slurry with High Water Content [J]. Journal of Yangtze River Scientific Research Institute, 2023, 40(4): 113-118.
[9]	FANG Tao, LIANG Lian, YAN Jian-wei. Experimental Study on Stratum Deformation Caused by Shield Tunnelling at Different Buried Depths [J]. Journal of Yangtze River Scientific Research Institute, 2023, 40(3): 85-92.
[10]	CHEN Zi-qiang, DENG Yue-bao, SUN Jia-feng, SHAO Fei-yu, ZHANG Ri-hong. Influence of Drainage Time on Bearing Characteristics of Static Drill Rooted Drainage Pile [J]. Journal of Yangtze River Scientific Research Institute, 2023, 40(3): 112-116.
[11]	ZHANG Xin, LUO Qi-feng, TU Guo-xiang, TANG Hao. Regularities of Water-Air Migration in Deposits Containing Crushed Stone Interlayer under Intermittent Rainfall [J]. Journal of Yangtze River Scientific Research Institute, 2023, 40(10): 123-130.
[12]	LI Shao-wei, ZHANG Wen-chuan, WANG Jun-xing, ZHOU Zhao. Hydraulic Characteristics of Stepped Spillway with Trapezoidal Concave Angle [J]. Journal of Yangtze River Scientific Research Institute, 2022, 39(6): 56-63.
[13]	YANG Qing-hua, WANG Zi-cong, YANG Qian, ZHANG Yu-qian. Erosion Characteristics of Exposed River-crossing Pipe under the Protection of Heavy Block [J]. Journal of Yangtze River Scientific Research Institute, 2022, 39(4): 99-105.
[14]	LI Ge-ye, XU Chao, SHEN Pan-pan, ZHANG Xing-ya, LUO Min-min. Discrete Element Analysis of Soil Arching under Localized Cyclic Loading [J]. Journal of Yangtze River Scientific Research Institute, 2022, 39(3): 98-103.
[15]	LI Ming-yu, XIN Yong-hui, WEI Yan-qing, GUO Yuan-cheng, TAO Yun-chao, ZHAO Hong-yan, DU Ning. Influence Mechanism of Local Overload on Earth Pressure of Adjacent Retaining Structure [J]. Journal of Yangtze River Scientific Research Institute, 2022, 39(2): 102-107.

Model Test to Select Optimal Shape of Diversion Tunnel Outlet

PDF

Knowledge

Abstract

Cite this article

share this article

Related Articles 15

Recommended Articles

Metrics

Comments