<span style="font-family: "Times New Roman","serif"; color: black; font-size: 9pt; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体; mso-bidi-font-weight: bold" lang="EN-US">Model tests and numerical simulations on hydraulic characteristics of level rotary flow in spillway tunnel with blocking and diffuser<span style="font-family: "Times New Roman","serif"; color: black; font-size: 5pt; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体; mso-bidi-font-weight: bold" lang="EN-US"> <span style="font-family: "Times New Roman","serif"; color: black; font-size: 9pt; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体; mso-bidi-font-weight: bold" lang="EN-US"> (II)

水力发电学报

GE Chen, NIU Zhengming, et al

Journal of Hydroelectric Engineering . 2015, (1): 73 -78 .