高架橋波浪対策護岸における越波量および水塊打上げ高の現地観測

• 泉宮 尊司

  新潟大学工学部建設学科

• 馬場 真宏

  新潟大学工学部建設学科

• 石橋 邦彦

  新潟大学工学部建設学科

書誌事項

タイトル別名

• FIELD OBSERVATION OF WAVE OVERTOPPING RATE AND SPLASH HEIGHT OVER BLOCK MOUND SEAWALL

抄録

Field observations have been carried out to investigate on splash height and overtopping rate of block mound seawall at the Oyashirazu Coast in Niigata Prefecture. Splash heights were measured by using video camera system. Velocities and depths of a overtopping flow were directly measured by electro-magnetic current meter and ultrasonic-type elevation meter. The main results are in the followings: Relative heights of a splash depend on the relative crown height (hc/Ho) and deepwater wave steepness. They increase their values as the relative crown height become large, whereas the deepwater wave steepness become small. Standard deviations of splash height amount to about 25% of the mean value. The maximum velocities of overtopping flow reach from 6m/s to 8m/s with a depth of 5cm to 20cm. The peak values of overtopping rate measured amount to larger than 0.2m³/s/m.

収録刊行物

• 海洋開発論文集

  海洋開発論文集 21 599-604, 2005

  公益社団法人 土木学会

キーワード

• Wave overtopping rate
• wave spray
• splash height
• block mound seawall
• field observation

詳細情報

• CRID: 1390001205204170624
• NII論文ID: 130003950313
• DOI: 10.2208/prooe.21.599
• ISSN: 18848265
• ISSN: 09127348
• 本文言語コード: ja
• データソース種別:
  • JaLC
  • Crossref
  • CiNii Articles
  • KAKEN
• 抄録ライセンスフラグ: 使用不可