JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI ›› 2017, Vol. 34 ›› Issue (8): 68-71.DOI: 10.11988/ckyyb.20160471

• HYDRAULICS • Previous Articles     Next Articles

A New Method of Calculating the Shape of Transition Section with Curved Side-wall in Open Channel

WU Hao, LIU Han-sheng, JIN Shuo   

  1. College of Water Conservancy and Architectural Engineering, Northwest Agricultural and Forestry University, Yangling 712100, China
  • Received:2016-05-16 Revised:2016-06-21 Online:2017-08-01 Published:2017-08-18
  • Contact: 刘韩生(1962-),男,陕西韩城人,教授,博士,主要从事水力学及河流动力学方面的研究工作,(电话)13319231569(电子信箱)hanshengliu@126.com。

Abstract: The shape of transition section has great influence on the flow pattern in open channel. The aim of this research is to address the problem of flow diffusion and the coherence between transition section and downstream flow, and to eliminate the impact of diamond-shaped shock wave in the downstream of open channel. According to the characteristics of shock wave and the basic relationship between shock wave and radical flow, we calculated the shape of the transition section with curved side-wall in open channel by adopting the simplified integral equation of shock wave following Liu Hansheng's formula of slit-bucket with curved side-wall. The flow coherence between the transition section and the downstream was also considered. This method can calculate the water surface curve in the transition section. Test results show that the flow in the transition section of open channel is smooth and stable, and water surface rises gradually. After the transition section, the water flow is normal, which is uniform flow, with no impact of diamond-shaped shock wave, demonstrating that this method could solve the problem of flow diffusion and coherence, hence can be applied to the design of transition section with curved side-wall.

Key words: open channel, transition section, shock wave, shape of side-wall, water surface curve

CLC Number: