[1]
ZHOU Hua-xing. An Approach to the Standard of Navigable Flow Condition at the Connection Reach outside the Lock Entrance [J]. PORT & WATERWAY ENGINEERING . 2004, (4): 62-67.
Google Scholar
[2]
WEN Chen. Numerical Simulation of 3D Flow for Combined Sluice-Pump Station Project [R]. PORT & WATERWAY ENGINEERING . 2005. 6.
Google Scholar
[3]
HU Xu-yue LI Biao XU Li-jun. A Review of Research on Navigation Flow Condition of Hydro-junction [J]. PORT & WATERWAY ENGINEERING . 2005, (11): 59-64.
Google Scholar
[4]
LI Yi-bing, LI Fa-zhong. Discussion on Improving Measures for Navigational Conditions of Entrance Area of Downstream Approach Channel in Sanjiang of Gezhouba [J]. JOURNAL OF WATERWAY AND HARBOR . 2005, (9)154-158.
Google Scholar
[5]
HUANG Minghai, HUANG Guobing. Numerical simulation on navigable flow in Approach Channel of Three Gorges Project [J]. HUBEI WATER POWER . 2007, (3): 36-39.
Google Scholar
[6]
Thompson J F, Thames F C,Martin C W. Automatic numerical generation of body-fitted curvilinear coordinate systems for field containing any number of arbitrary two—dimension bodies[J].J. Comput.Phys., 1974(15):299—319.
DOI: 10.1016/0021-9991(74)90114-4
Google Scholar
[7]
ZHAO Zhi-zhou XU Hong PENG Kai. On Arrangement of Downstream Approach Channel and Navigation Condition in the Entrance Area of Yinpan Power Station on the Wujiang River [J]. PORT & WATERWAY ENGINEERING. 2008, (3): 82-86.
Google Scholar
[8]
LI Guo-bin, GAO Ya-jun, XU Hui. research of sand sluicing measure in the upstream and downstream approach channel of the three gorges hydraulic project[J]. SHUILI XUEBAO. 2007, (10): 239-245.
Google Scholar
[9]
Sergei Winitzki. A handy approximation for the error function and its inverse[R]. Washington,DC:(2006).
Google Scholar
[10]
CHEN Han-bao,YAN Hong-qing,ZHENG Bao-you. Numerical Model of Navigable Flow Condition of Two-wa y Lock of Weishan Lake [J]. JOURNAL OF WATERWAY AND HARBOR. 2002, (9): 111-115.
Google Scholar