RAINWATER TANK SIZING METHODOLOGY DEVELOPMENT FOR CURITIBA CITY

A. A. Teixeira, J. Gomes, Paulo Rodrigo da Costa Pacheco, Yapur Dumit Gomez, L. Machado
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Abstract

Copyright ©2016 by authors and Institute of Technology Galileo of Amazon (ITEGAM). This work is licensed under the Creative Commons Attribution International License (CC BY 4.0). http://creativecommons.org/lic enses/b y/4.0 / ABSTRACT The rainwater reservation is one of the most important units of the harvesting system by virtue of supplying the rain water demand at different times of the variation in consumption, especially the volume of rainwater entering the system is associated with annual precipitation. Thus determine the useful volume for use in potable use or non-potable activity is necessary. There are methods for rainwater tank sizing, some being established by standards in use and widely used designs, and other dimensions that are alternatives. The city of Curitiba and other Brazilian capitals are aware of laws which require new buildings over 500 m2 deployment of rainwater systems. The reservoir design seeks to present the useful volume necessary taking into account the rainfall and financial analysis of the implementation of these systems, which also takes into account the water consumption rates fo r public supply.
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库里蒂巴市雨水罐尺寸方法开发
版权所有©2016作者和亚马逊伽利略技术研究所(ITEGAM)。本作品采用知识共享署名国际许可协议(CC BY 4.0)。摘要雨水储备是雨水收集系统中最重要的单元之一,它可以满足不同时间的雨水需求,特别是进入系统的雨水量与年降水量有关。因此,确定用于饮用或非饮用活动的有用体积是必要的。雨水罐的尺寸有几种方法,其中一些是根据使用标准和广泛使用的设计确定的,而其他尺寸则是替代方案。库里蒂巴市和其他巴西首都都意识到法律要求超过500平方米的新建筑部署雨水系统。水库设计力求在考虑到降雨量和实施这些系统的财务分析的情况下呈现必要的有用体积,这也考虑到公共供水的耗水量。
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