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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Author
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Affiliations:
Region:
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
Djibouti
Dominica
Dominican Republic
Ecuador
Egypt
El Salvador
Equatorial Guinea
Eritrea
Estonia
Ethiopia
Falkland Islands
Faroe Islands
Fiji
Finland
France
Gabon
Gambia
Georgia
Germany
Ghana
Gibraltar
Greece
Grenada
Guatemala
Guinea
Guinea-Bissau
Guyana
Haiti
Honduras
Hungary
Iceland
India
Indonesia
Iran
Iraq
Ireland
Israel
Italy
Jamaica
Japan
Jordan
Kazakhstan
Kenya
Kiribati
Kuwait
Kyrgyzstan
Laos
Latvia
Lebanon
Lesotho
Liberia
Libya
Liechtenstein
Lithuania
Luxembourg
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Madagascar
Malawi
Malaysia
Maldives
Mali
Malta
Mauritania
Mauritius
Mexico
Micronesia
Moldova
Monaco
Mongolia
Montenegro
Morocco
Mozambique
Myanmar
Namibia
Nauru
Nepal
Netherlands
New Zealand
Nicaragua
Niger
Nigeria
North Korea
Norway
Oman
Pakistan
Palau
Palestine
Panama
Papua New Guinea
Paraguay
Peru
Philippines
Poland
Portugal
Puerto Rico
Qatar
Romania
Russia
Rwanda
Saint Kitts and Nevis
Saint Lucia
Saint Vincent And The Grenadine
San Marino
Sao Tome and Principe
Saudi Arabia
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Serbia
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Sierra Leone
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Slovak Republic
Slovenia
Solomon Islands
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Sudan
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Switzerland
Syria
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Thailand
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Bolivia
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Abstract :
*(250~1000 words)
Flood control, power generation and agricultural irrigation are the primary functional uses of the reservoir. The high sediment concentration of the water flow is the main reason for the serious sedimentation of the reservoirs in the Yellow River. Due to the cascade reservoir establishment of the Yellow River and the joint scheduling between reservoirs, the discharge of the lower reservoirs decreases in flood season which reduces the efficiency of hydrodynamic scouring in reservoir area. As the first-level of cascade reservoirs in the connecting area between the upper and middle reaches of the Yellow River, Wanjiazhai Reservoir is selected as the research sample. In this study, a numerical model of Wanjiazhai Reservoir was established to analyze the influence factors of the upstream reservoir operation and scouring. Based on the sedimentation pattern discrimination formula, the formula suitable for Wanjiazhai Reservoir was recommended. In addition, a variety of flushing methods have been analyzed and a method to reduce sedimentation of reservoir was carried out. The results show that the larger inflow discharge, the larger maximum sediment diameter of incipient motion. When the inflow discharge reaches 1200 m3/s, the sediment diameter of incipient motion varied from 0.015 to 0.094 mm; when the inflow discharge reaches 1800 m3/s, the sediment diameter of incipient motion varied from 0.014 to 0.094 mm; when the inflow discharge reaches 2500 m3/s, the sediment diameter of incipient motion varied from 0.010 to 0.094 mm and all these sediments can be drained out of the reservoir. Besides the reservoir flushes sediment with 1200~1800 m3/s discharge under the condition of upstream water storage.
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