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On the hydraulic efficiency of distributed detention basins: a case of study

机译：关于分布式拘留盆地的水力效率：一种研究案例

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This work presents a computer assisted methodology for designing a distributed system of rainstorm detention basins. The procedure is based on the condition that water discharge must be lower than a fixed threshold limit at the downstream end of the system, for a given input hydrograph flowing over it. Results were obtained for a portion of the Solofrana brook between Solofra and Pandola municipalities, Campania Region, Southern Italy. Flow rates were first determined for a return period of 100 years by applying the VAPI geomorphoclimatic model. Then, basin volumes were determined on the condition that the maximum discharge had not exceeding the limit of 60m~3/s, as imposed by the Hydrogeological Structure Plan (PSAI) of the Central Campania Basin Authority.
机译：这项工作提出了一种用于设计暴雨拘留盆地分布式系统的计算机辅助方法。该过程基于排水的条件必须低于系统下游端的固定阈值限制，对于流过其流动的给定输入水文。结果是Solofra和Pandola市，南部南部坎帕尼亚地区之间的一部分Solofrana Brook。首先通过应用VAPI地形跨域模型来确定流量率为100年的返回期。然后，盆地体积是确定最大放电不超过60m〜3 / s限制的条件，由中央南瓜盆地管理局的水文地科结构计划（PSAE）所施加。

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