PIANC Smart Rivers 2022
Reviewing Presentation documents
Topic:
Inland Navigation Structure
Logistics
River System Management
Smart Shipping
Special Sessions
Waterway Infrastructure
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Afghanistan
Albania
Algeria
America
Andorra
Angola
Antigua and Barbuda
Argentina
Armenia
Aruba
Australia
Austria
Azerbaijan
Bahamas
Bahrain
Bangladesh
Belarus
Belgium
Belize
Benin
Bermuda
Bhutan
Bolivia
Bosnia and Barbados
Bosnia and Herzegovina
Botswana
Brazil
British Virgin Islands
Brunei
Bulgaria
Burkina Faso
Burundi
Cambodia
Cameroon
Canada
Cape Verde
Cayman Islands
Central African Republic
Chad
Chile
China
China(Hong Kong)
China(Macao)
China(Tai wan)
Colombia
Comoros
Costa Rica
Croatia
Cuba
Cyprus
Czech Republic
Democratic Republic of the Congo
Denmark
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Ecuador
Egypt
El Salvador
Equatorial Guinea
Eritrea
Estonia
Ethiopia
Falkland Islands
Faroe Islands
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Finland
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Gabon
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Germany
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Region:
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Albania
Algeria
America
Andorra
Angola
Antigua and Barbuda
Argentina
Armenia
Aruba
Australia
Austria
Azerbaijan
Bahamas
Bahrain
Bangladesh
Belarus
Belgium
Belize
Benin
Bermuda
Bhutan
Bolivia
Bosnia and Barbados
Bosnia and Herzegovina
Botswana
Brazil
British Virgin Islands
Brunei
Bulgaria
Burkina Faso
Burundi
Cambodia
Cameroon
Canada
Cape Verde
Cayman Islands
Central African Republic
Chad
Chile
China
China(Hong Kong)
China(Macao)
China(Tai wan)
Colombia
Comoros
Costa Rica
Croatia
Cuba
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Democratic Republic of the Congo
Denmark
Djibouti
Dominica
Dominican Republic
Ecuador
Egypt
El Salvador
Equatorial Guinea
Eritrea
Estonia
Ethiopia
Falkland Islands
Faroe Islands
Fiji
Finland
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Gabon
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Guatemala
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Abstract :
*(250~1000 words)
After the level of the Changshan River channel is upgraded, the water flow conditions in the bridge area of the bridge across the river need to meet the requirements of the regulations to ensure the safety of navigation. At present, the clear width of the navigation holes across the Changshan River Bridge on the Quchang Railway is only about 32.0m. Considering the ship's maneuvering and navigation safety, it is appropriate that the angle between the centerline of the channel and the centerline of the bridge is orthogonal. Under this arrangement, the centerline of the channel near the upstream of the bridge site forms an angle of about 40°with the main flow of the channel, and the ship almost crosses the main flow from the right bank to the left bank, resulting in excessive lateral flow velocity in the channel. The floodplain is distributed in the bridge site area, and the river terrain is relatively open. There are objective conditions to improve the flow field characteristics of the river section through the improvement of the river terrain. The channel on the left side of the bridge site is dredged simultaneously with the channel at 69.1m. When the maximum navigable flow is 800m3/s, the maximum calculated lateral velocity of the bridge site navigation hole is 0.3m/s, and the water depth is 4.06m, which meets the requirements of navigable water flow conditions.
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