Similarity Conditions for Thermal-Hydraulic Model Tests of Tidal Estuaries

1974 ◽  
Author(s):  
Gerd Flügge ◽  
Horst Schwarze
Keyword(s):  
Hydraulic Model ◽  
Model Tests ◽  
Tidal Estuaries

scholarly journals Development of Small-Scale Fishway for Amur Stickleback by Hydraulic Model Tests

2013 ◽  
Vol 19 (1) ◽  
pp. 29-36
Author(s):  
Eiji Ichion ◽  
Tatsuya Noto ◽  
Ken Hiramatsu ◽  
Shunsuke Chono ◽  
Kunihiko Kitamura
Keyword(s):  
Hydraulic Model ◽  
Model Tests ◽  
Small Scale

Application of Roughening with the Grass Cushions in the Hydraulic Model of Comprehensive Harness of Qian'an Reach of Luan River

2013 ◽  
Vol 405-408 ◽  
pp. 2096-2099
Author(s):  
Hai Jing Zhao ◽  
Ya Dong Jin ◽  
Jun Liu
Keyword(s):  
Water Depth ◽  
Hydraulic Model ◽  
Model Tests ◽  
Test Area ◽  
Comprehensive Model ◽  
Hydraulic Models

Restricted by such factors as the size of test area, amount of work and water depth of model, hydraulic models are often made into distorted patterns, whereas the distorted models demand for roughening usually. The hydraulic model of comprehensive harness of Qian'an Reach of Luan River requires big roughness that general roughening technologies cant meet, so the plastic grass cushions were introduced. The preliminary experiment in flume, the preliminary experiment of the comprehensive model and the verification experiment of the comprehensive model proved the feasibility of the technology of roughening with the grass cushions in hydraulic model tests.

scholarly journals The Analysis of Hydraulic Characteristics at Channel Junctions through Hydraulic Model Tests

2004 ◽  
Vol 37 (10) ◽  
pp. 881-888 ◽  
Author(s):  
Gye-Woon Choi ◽  
Young-Suop Park ◽  
Man-Shin Han ◽  
Young-Gyu Kim
Keyword(s):  
Hydraulic Model ◽  
Model Tests ◽  
Hydraulic Characteristics

scholarly journals SMALL SIZE HYDRAULIC MODEL TESTS ON STABILITY OF GEOSYNTHETICS-REINFORCED SOIL AGAINST PROLONGED OVERTOPPING

2014 ◽  
Vol 29 (0) ◽  
pp. 95-102 ◽  
Author(s):  
Atsuhiro KUDO ◽  
Kenji WATANABE ◽  
Kimihiro FUJII ◽  
Kosuke MATSUURA ◽  
Takahiro NONAKA ◽  
...  
Keyword(s):  
Hydraulic Model ◽  
Model Tests ◽  
Reinforced Soil

scholarly journals STUDIES ON THERMAL DIFFUSION AND VERIFICATION OF THE THIRD NUCLEAR POWER PLANT IN TAIWAN

1986 ◽  
Vol 1 (20) ◽  
pp. 198
Author(s):  
K.C. Tang ◽  
M.T. Tsai ◽  
Y.R. Hwang ◽  
H.H. Hwung
Keyword(s):  
Power Plant ◽  
Nuclear Power Plant ◽  
Numerical Simulations ◽  
Thermal Diffusion ◽  
Nuclear Power ◽  
Field Measurements ◽  
Hydraulic Model ◽  
Model Tests ◽  
The Third ◽  
Made In

In general, hydraulic model tests and numerical simulations can be used for securing enough informations in order to assess the environmental impact by thermal discharge after the power plant operation. However, the numerical simulations should be verified by the consequence of hydraulic model tests or the field data. Then, the numerical model can be used as a prediction model to foresee the nature of thermal diffusion when the additional generators will be operated. The third nuclear power plant in Taiwan has been constructed in 1984. In order to protect the abundant corals which distributed on the rocky bottom around this power plant, a complete studies on thermal diffusion have been performed, accordingly, a verification with field measurements were also made in this paper.

scholarly journals WAVE OVERTOPPING ON RUBBLE MOUND BREAKWATERS

1988 ◽  
Vol 1 (21) ◽  
pp. 57 ◽  
Author(s):  
Pierliugi Aminti ◽  
Leopoldo Franco
Keyword(s):  
Hydraulic Model ◽  
Model Tests ◽  
Geometric Parameters ◽  
Random Wave ◽  
Wave Overtopping ◽  
Wave Flume ◽  
Rubble Mound ◽  
Rubble Mound Breakwaters

The paper gives the results of an extensive series of hydraulic model tests carried out in a random wave flume, in order to study the effects on wave overtopping of the main geometric parameters of a typical rubble mound breakwater with crown wall. The results have been compared with those from other studies and analyzed with different methods. Generalized design diagrams and formulae for the prediction of overtopping discharges are finally given for a large number of popular breakwater configurations.

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