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      斜坡式防波堤翰切石護面厚度的計算

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      https://www.riss.kr/link?id=A76047716

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      다국어 초록 (Multilingual Abstract)

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      In this paper. based on hydraulic model test and field investigation data a formula for calculating the thickness of the dry-stone armour of sloping breakwaters in fishing ports. in which. the influence of friction force between block is considered and the influences of wave length (Period) and water depth are taken into account It is shown that the calculated results are in good agreement with the field data and the formula is more practical for engineering than those in China and other countries. The formula has in the ?Technical Specifications for Engineering of Aquatic Product? worked out by the Ministry of Agriculture. and can be also used for calculation of dry-stone armour of sloping breakwaters of middle and small harbours.
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      In this paper. based on hydraulic model test and field investigation data a formula for calculating the thickness of the dry-stone armour of sloping breakwaters in fishing ports. in which. the influence of friction force between block is considered an...

      In this paper. based on hydraulic model test and field investigation data a formula for calculating the thickness of the dry-stone armour of sloping breakwaters in fishing ports. in which. the influence of friction force between block is considered and the influences of wave length (Period) and water depth are taken into account It is shown that the calculated results are in good agreement with the field data and the formula is more practical for engineering than those in China and other countries. The formula has in the ?Technical Specifications for Engineering of Aquatic Product? worked out by the Ministry of Agriculture. and can be also used for calculation of dry-stone armour of sloping breakwaters of middle and small harbours.

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      목차 (Table of Contents)

      • 摘要
      • 1. 前言
      • 2. 干切石護面穩定模式及影響因素分析
      • 3. 試驗結果及分析
      • 4. 結語
      • 摘要
      • 1. 前言
      • 2. 干切石護面穩定模式及影響因素分析
      • 3. 試驗結果及分析
      • 4. 結語
      • 參考文獻
      • Abstract
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