In the railway engineering, the method of cofferdam construction is usually adopted in the bridge base, pier and abutment in deep-water.
铁路工程中，深水处的桥梁基础、墩台多采用围堰施工。
Prediction of surrounding rock permeability in tunnel is the base of estimating the water gushing yield for deep lying tunnel.
围岩渗透性预测是深埋隧道涌水量评估的重要基础。
On the base of recommended method and corresponding equations, a more accurate chart for wind wave factors of deep water is given to revise the chart in effect in code for sear port hydrology.
本文根据《海港水文规范》中推荐的方法和基本公式，绘制了深水风浪要素计算图，对现行规范中的计算图进行了修正。
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