Studi Tinjauan Perencanaan Sistem Plumbing Air Bersih (Studi Kasus: Gedung Sekolah Tinggi Ilmu Bahasa Arab)

Sugiarto Badaruddin
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Abstract

carefully considered to ensure that the water demand of the students and staff can be met effectively and efficiently. Calculations show that a water demand of 0.35 m3/min is required, and various existing pipe diameters are used, ranging from 65mm for the main pipes, 60mm and 50mm for the header pipes, to 40mm, 32mm, 30mm, 25mm, 20mm, and 15mm for the shaft pipes. However, after controlling for velocity values using Epanet software, it was found that some pipes had values below 1.8m/s and above 2.4m/s, which could compromise system efficiency. Therefore, the effective pipe diameter for the header pipes was found to be 125mm and 90mm, and for the shaft pipes, it ranged from 90mm to 15mm. The results of this study highlight that the clean water piping system in the STIBA building must be carefully designed and evaluated to meet the clean water demands of the students and staff effectively and efficiently. This can be achieved by selecting effective pipe diameters based on the Epanet calculations and ensuring that the velocity values remain within the specified limits.
清洁水管规划系统审查研究(案例研究:阿拉伯语高中建筑)
仔细考虑,确保学生和员工的用水需求能够得到有效和高效的满足。计算表明,需水量为0.35 m3/min,并采用现有管径,主管道为65mm,总管为60mm、50mm,竖管为40mm、32mm、30mm、25mm、20mm、15mm。然而,在使用Epanet软件控制流速值后,发现一些管道的流速值低于1.8m/s,高于2.4m/s,这可能会影响系统效率。因此,总管的有效管径为125mm和90mm,竖井管的有效管径为90mm ~ 15mm。这项研究的结果强调,必须仔细设计和评估STIBA大楼的清洁水管系统,以有效和高效地满足学生和员工的清洁用水需求。这可以通过根据Epanet计算选择有效管径,并确保速度值保持在规定的范围内来实现。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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