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History of the Application of Design Storm Frequency and Intensity

机译:设计风暴频率和强度的应用历史

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Traditionally, hydrologists have understood that predicting the future relies on looking to the past. The design of stormwater infrastructure is based on design storms that are quantified by an exceedance probability, also referred to as return frequencies, from 2-year to 1000-year. The determination of return frequency relies on historical storm data that is often of less length than the design storm frequency. Aided by increasingly advanced rain gage technology, the application of storm intensity and frequency in stormwater infrastructure design became commonplace. Just as hydrologists asked 100 years ago, the important question to consider is whether reliance on past information to predict the future is dependent on a probable false assumption that the future will follow the trends of past.
机译:传统上,水文学家已经理解预测未来取决于对过去的展望。雨水基础设施的设计基于通过2年到1000年的超标概率(也称为返回频率)量化的设计风暴。返回频率的确定取决于历史风暴数据,该数据通常比设计风暴频率的长度短。在日益先进的雨量计技术的辅助下,风暴强度和频率在雨水基础设施设计中的应用变得司空见惯。就像100年前的水文学家所问的那样,要考虑的重要问题是,依靠过去的信息来预测未来是否取决于可能的错误假设,即未来将遵循过去的趋势。

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