求助给水排水专业英语翻译WATER MASS BALANCES FOR THE SOLAIRE AND THE 2020 TOWER:IMPLICATIONS FOR CLOSING THE WATER LOOP IN HIGH-RISE BUILDINGS1Uta Krogmann, Clinton J. Andrews, Mookhan Kim, Gregory Kiss, and Clare Miflin2ABSTRACT: Building
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求助给水排水专业英语翻译WATER MASS BALANCES FOR THE SOLAIRE AND THE 2020 TOWER:IMPLICATIONS FOR CLOSING THE WATER LOOP IN HIGH-RISE BUILDINGS1Uta Krogmann, Clinton J. Andrews, Mookhan Kim, Gregory Kiss, and Clare Miflin2ABSTRACT: Building
求助给水排水专业英语翻译
WATER MASS BALANCES FOR THE SOLAIRE AND THE 2020 TOWER:
IMPLICATIONS FOR CLOSING THE WATER LOOP IN HIGH-RISE BUILDINGS
1
Uta Krogmann, Clinton J. Andrews, Mookhan Kim, Gregory Kiss, and Clare Miflin
2
ABSTRACT: Building water mass balances were performed for one 150-story conventional building scenario for
comparison with three scenarios of the 2020 Tower, a hypothetical 150-story high-rise building with on-site
wastewater treatment and reuse. To ensure that the assumptions for the hypothetical building are appropriate,
a one-year water balance was also conducted of the existing 27-story Solaire building that partly closes the
water⁄wastewater loop, meters major water flows and implements low-flow⁄water conserving fixtures and appliances. For comparison, a conventional 27-story building scenario with the same low-flow⁄water conserving fixtures as the Solaire but no water reuse was also assessed. The mean daily indoor water use in the Solaire was
246 l⁄(d cap) which exceeds mean daily water use found in the literature. The water mass balances showed that
an urban high-rise building needs another source of water even when potable reuse water is produced because
of losses during water end use and treatment (i.e., evaporation, water in treatment residues). Therefore, water
conservation (i.e., modification of human behavior) and water efficiency improvements (i.e., equipment, appliances and fixtures) are important major factors in reducing the municipal water needed in all scenarios.
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求助给水排水专业英语翻译WATER MASS BALANCES FOR THE SOLAIRE AND THE 2020 TOWER:IMPLICATIONS FOR CLOSING THE WATER LOOP IN HIGH-RISE BUILDINGS1Uta Krogmann, Clinton J. Andrews, Mookhan Kim, Gregory Kiss, and Clare Miflin2ABSTRACT: Building
水质量平衡日出风和2020塔:
在高层建筑中影响关闭水环
1
克林顿j·安德鲁斯,Uta Krogmann Mookhan Kim格雷戈里吻,克莱尔Miflin
2
文摘:建筑水质量平衡进行一个150层的传统建筑场景
对比三种情况的2020塔,一个假设的150层的高层建筑现场
废水处理和重用.确保假设假设的构建是合适的,
一年也进行了水平衡现有的27日出风建筑,部分关闭
水⁄废水循环,米主要水流和实现低流量⁄水保护装置和电器.相比之下,传统的27层的建筑场景相同的低流量⁄水保护装置日出风但没有水重用也评估.平均每日日出风的室内用水
246 l⁄(d帽),超过平均每天用水中发现文学.水质量平衡显示
城市高层建筑需要另一个即使饮用水源水产生因为重用
在水的损失最终用途和治疗(即.、蒸发、水处理残渣).因此,水
保护(即.人类行为、修改)和(即水效率的提高.、设备、电器和设备)是重要的主要因素在减少所需的市政供水所有场景.