Discussion of “ Flood Plain and Main Channel Flow Interaction ” by Donald W. Knight and John D. Demetriou (August, 1983)

1985 ◽  
Vol 111 (5) ◽  
pp. 884-886 ◽  
Author(s):  
George C. Noutsopoulos ◽  
George C. Christodoulou
1983 ◽  
Vol 109 (8) ◽  
pp. 1073-1092 ◽  
Author(s):  
Donald W. Knight ◽  
John D. Demetriou

2013 ◽  
Vol 316-317 ◽  
pp. 711-714
Author(s):  
Zhi Yong Dong ◽  
Yong Gu ◽  
Shuo Shuo Wang ◽  
Ying Biao Shi ◽  
Ruo Hua Li ◽  
...  

This paper presents monitoring investigation of water quality parameters in Fuchunjiang and Hangzhou reaches of Qiantang estuarine zone by YSI 6600 V2-4-M multi-parameter water quality sonde. The 7 monitoring cross-sections were streamwise placed, and the 2 vertical lines respectively located in flood plain and main channel at each cross-section. Surface, intermediate and bed layers were chosen at each vertical line in main channel, and surface and bed layers at each vertical line in flood plain. At each vertical line, the main water quality parameters such as dissolved oxygen, salinity, turbidity, pH value, electrical conductivity and oxidation reduction potential were monitored, variation of these parameters along longitudinal and vertical directions analyzed, and water quality conditions at each monitoring cross-section assessed.


2013 ◽  
Vol 21 (4) ◽  
pp. 38-45
Author(s):  
Safiya Usama Ahmed Al-Neelah ◽  
Moayad Sa ◽  
ad Allah Khaleel

1979 ◽  
Vol 105 (5) ◽  
pp. 573-588 ◽  
Author(s):  
Nallamuthu Rajaratnam ◽  
Reza M. Ahmadi
Keyword(s):  

2012 ◽  
Vol 204-208 ◽  
pp. 2369-2373
Author(s):  
Jia Rui Li ◽  
Die Shuang Yu

A hydrodynamic model of Shijiu port and its adjacent sea area was built to discuss the effect of western the fourth phase project on the flow condition for Shijiu port area. The results show that with the sheltering effect of breakwaters, flow velocity values are small inside the breakwaters. The water area near the project is affected more by the project construction. The flow velocities there are faster after the project construction than before it. In the main channel, flow velocities outside the breakwaters almost have no difference before and after the project. The project construction doesn’t have significant effect on it.


Sign in / Sign up

Export Citation Format

Share Document