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Considerations for the first application of source control measures for stormwater runoff in the athens metropolitan area

机译:雅典大都市区雨水径流源控制措施第一次考虑

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The Greater Athens area consists of two main catchments, the catchments of the rivers Kifisos and Ilisos, which before the urbanisation, occurring during the last 50 years, possessed dense hydrographic networks. Both rivers drain to the Saronic gulf and their estuaries are only 1.5 km from each other. The main reach of the Kifisos has a total length of 21 km, draining an area of 390 km~2. The urban part of the catchment is continuously increasing, currently amounting to 60% of the total area. It is also important to point out that during recent years, extensive summer fires have drastically changed the behaviour of the non-urban part of the catchment. Over a length of 8 km upstream from its outlet, the Kifisos river is flowing in a closed section, with a capacity of 1400 m~3/s corresponding to a 50-year flow. Upstream from this section, the Kifisos has a variable open cross-section of structural concrete, with dimensions corresponding to various levels of flow, with some levels as low as 5 years.
机译:雅典越大的地区由两个主要集水区组成,河流Kifisos和Ilisos的集水区,在过去50年之前发生的城市化之前,具有密集的水文网络。河流排水到萨尔康湾及其河口距离彼此仅有1.5公里。 Kifisos的主要范围有21公里的总长度,排出390 km〜2的面积。该集水区的城市部分不断增加,目前占总面积的60%。指出,在近年来,广泛的夏季火灾彻底改变了集水区非城市部分的行为。在其出口的上游长度超过8公里,Kifisos河流流动在封闭的部分中,容量为1400 m〜3 / s,对应50年的流量。从本节的上游,Kifisos具有结构混凝土的可变开放横截面,尺寸对应于各种流动水平,尺寸低至5年。

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