渗透排放一体化雨水管道系统在雨水调蓄工程中的应用
发布时间：2019-05-29 05:52
【摘要】：就北京市《雨水控制与利用工程设计规范》(DB 11/685-2013)中雨水入渗设施的渗透排放一体化设施的设置条件、实施方案、渗透管(井)秒渗透量计算、储水量计算等设计参数的确定进行了分析,为渗排一体化设施的实际渗透效果评估和有效储水量计算提供了参考和思路。
[Abstract]:According to the setting conditions, implementation scheme and second permeability calculation of Rain Water infiltration facilities in Beijing Rain Water Code for Control and Utilization Engineering Design (DB 11 / 685 / 2013), The determination of design parameters such as water storage calculation is analyzed, which provides a reference and train of thought for the evaluation of actual seepage effect and the calculation of effective water storage in the integrated facilities of seepage and drainage.
【作者单位】： 北京泰宁科创雨水利用技术股份有限公司;
【分类号】：TV213.9;TU992
，
本文编号：2487704
[Abstract]:According to the setting conditions, implementation scheme and second permeability calculation of Rain Water infiltration facilities in Beijing Rain Water Code for Control and Utilization Engineering Design (DB 11 / 685 / 2013), The determination of design parameters such as water storage calculation is analyzed, which provides a reference and train of thought for the evaluation of actual seepage effect and the calculation of effective water storage in the integrated facilities of seepage and drainage.
【作者单位】： 北京泰宁科创雨水利用技术股份有限公司;
【分类号】：TV213.9;TU992
，
本文编号：2487704
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