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Impact of Improving Water Quality at the Tala Drain on the Rosetta Branch Water Quality
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作者 Mohamed K. Mostafa 《Journal of Environmental Protection》 2015年第10期1149-1157,共9页
The Tala drain is the second major source of pollution along the Rosetta branch. The Tala drain receives discharge from dairy industry and agricultural drainage, as well as untreated domestic wastewater. This research... The Tala drain is the second major source of pollution along the Rosetta branch. The Tala drain receives discharge from dairy industry and agricultural drainage, as well as untreated domestic wastewater. This research involved attempting to improve water quality at the Rosetta branch by improving water quality at the Tala drain. Water quality at the Tala drain will be improved through improving effluent water quality from the dairy industry using aluminum chloride (AlCl3) as a coagulant, with injections of carbon dioxide (CO2), and constructing a new WWTP. Results indicated that the optimum aluminum chloride dosage was 225 mg/L at a pH value of 6.15. The estimated treatment cost of 1.0 m3 of dairy wastewater is $0.0425 per day. The river pollutant (RP) modeling was also used to study the effect of improving water quality at the Tala drain in the Rosetta branch water quality. The RP modeling showed that applying the proposed solutions will significantly improve water quality at the Tala drain and at the Rosetta branch. 展开更多
关键词 ALUMINUM CHLORIDE Carbon Dioxide RP Modeling Tala drain ROSETTA branch
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Improve Water Quality at the El-Rahawy Drain and the Rosetta Branch, Egypt
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作者 Mohamed K. Mostafa Maha M. Elshafei Robert W. Peters 《Journal of Environmental Protection》 2015年第10期1139-1148,共10页
The El-Rahawy drain, is the major source of pollution along the Rosetta branch, receives primary treated wastewater from the Abu-Rawash Wastewater Treatment Plant (WWTP). The main purpose of this research was to manag... The El-Rahawy drain, is the major source of pollution along the Rosetta branch, receives primary treated wastewater from the Abu-Rawash Wastewater Treatment Plant (WWTP). The main purpose of this research was to manage water quality at the Rosetta branch by improving effluent water quality at the Abu-Rawash WWTP. This research involved attempting to determine the optimal dose of aluminum chloride (AlCl3) to reach an acceptable treatment at the Abu-Rawash WWTP. A dose of 2.0 mg of AlCl3 for each liter of wastewater was selected. Another approach involves discharging flow from Al-Buhairi Water Canal to the El-Rahawy drain in order to increase the dissolved oxygen (DO) concentration and reduce pollutant concentrations at the El-Rahawy drain. Applying these approaches will significantly improve water quality at the El-Rahawy drain. The river pollutant (RP) modeling was also used to study the effect of improving water quality at the El-Rahawy drain on the Rosetta branch water quality. The RP modeling showed that applying the proposed solutions will significantly improve water quality at the Rosetta branch. 展开更多
关键词 Water Quality Modeling Aluminum CHLORIDE Carbon Dioxide El-Rahawy drain ROSETTA branch EGYPT
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Effect of Changing the Effluent Path of Omar-Bek Drain on the Damietta Branch Water Quality
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作者 Mohamed K. Mostafa Robert W. Peters 《Journal of Water Resource and Protection》 2016年第1期20-30,共11页
The Omar-Bek drain, which represents the main source of water pollution along the Damietta branch of the Nile River, receives about 600,000 m<sup>3</sup> (158,503,200 gallons) daily of untreated domestic, ... The Omar-Bek drain, which represents the main source of water pollution along the Damietta branch of the Nile River, receives about 600,000 m<sup>3</sup> (158,503,200 gallons) daily of untreated domestic, agricultural, and industrial wastes. The main purpose of this research consisted of investigating alternatives of managing water quality at the Damietta branch;a comparison was conducted between the current situation and two proposed scenarios. The first scenario involved changing the effluent path of the Omar-Bek drain to another drain is called “Main Western drain”. The second scenario centered around improving water quality at the Omar-Bek drain by constructing a WWTP with a design capacity of more than 150,000 m<sup>3</sup>/day (39,625,800 gallons) and by improving water quality at this drain by increasing the efficiency of WWTPs that discharged daily about 60,000 m<sup>3</sup> (15,850,300 gallons) of partially treated wastewater to the drain. The current situation and the two proposed scenarios were simulated by using river pollutant (RP) modeling. It was concluded that the Omar-Bek drain has no significant effect on the Damietta branch water quality and that, instead of changing the path of the drain, improving the efficiency of the existing WWTPs discharging to the Omar-Bek drain and preventing the direct discharge of domestic wastewater to the drain will provide the most effective ways of increasing the water quality of the Damietta branch. 展开更多
关键词 Omar-Bek drain River Pollutant Modeling Damietta branch Nile River EGYPT
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Simulating the Effect of Improving Water Quality at the El-Rahawy and the Tala Drains in the Rosetta Branch Water Quality
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作者 Mohamed K. Mostafa 《Journal of Water Resource and Protection》 2015年第16期1271-1279,共9页
The El-Rahawy and the Tala drains are the major sources of pollution along the Rosetta branch. The El-Rahawy drain receives primary treated wastewater from the Abu-Rawash Wastewater Treatment Plant (WWTP), while the T... The El-Rahawy and the Tala drains are the major sources of pollution along the Rosetta branch. The El-Rahawy drain receives primary treated wastewater from the Abu-Rawash Wastewater Treatment Plant (WWTP), while the Tala drain receives discharge from dairy industry and agricultural drainage, as well as domestic wastewater. This research involved attempting to study the effect of improving water quality on the El-Rahawy and the Tala drains in the Rosetta branch water quality. Water quality at the El-Rahawy drain is expected to improve after discharging water from the Al-Buhairi Water Canal to the El-Rahawy drain and improving effluent water quality at the Abu-Rawash WWTP. Water quality at the Tala drain is expected to improve after constructing a new WWTP and improving effluent water quality at the dairy industry. The river pollutant (RP) modeling enabled studying the effect of improving water quality at the drains on the Rosetta branch water quality. The RP modeling showed that applying the proposed solutions would significantly improve water quality at the Rosetta branch. 展开更多
关键词 El-Rahawy drain Tala drain Aluminum Chloride Carbon Dioxide RP Modeling ROSETTA branch
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既有建筑改造给水排水设计探究
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作者 范建洪 《福建建筑》 2024年第10期86-89,109,共5页
既有建筑改造作为城市更新的重要组成部分,给水排水系统作为这些建筑重要的基础设施,其改造对于增强建筑功能和提高消防给水系统的安全性极为关键。深入探讨了既有建筑改造中给水排水设计所面临的常见挑战和难题。在着手进行改造之前,... 既有建筑改造作为城市更新的重要组成部分,给水排水系统作为这些建筑重要的基础设施,其改造对于增强建筑功能和提高消防给水系统的安全性极为关键。深入探讨了既有建筑改造中给水排水设计所面临的常见挑战和难题。在着手进行改造之前,文章强调了必须先进行综合评估,然后再制定改造计划的原则。考虑到既有建筑改造的复杂性,通过分析多个实际工程案例,提炼出给水排水专业的设计要点和思路,旨在为同类改造工程提供实用的参考和借鉴。 展开更多
关键词 既有建筑改造 消防给水系统改造 热水 排水支管 设计要点
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某酒店排水斜立管的设计探讨
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作者 朱卫平 《给水排水》 CSCD 北大核心 2024年第10期115-118,126,共5页
斜立管排水管的应用是解决建筑特殊造型的排水方式的一种尝试和创新。结合建筑独特造型,进行排水立管布置方式比选,确定采用排水斜立管的可行性。通过BIM模型分析斜立管的空间布置,选择最佳排水支管接入方式和角度。进行气液两相流仿真... 斜立管排水管的应用是解决建筑特殊造型的排水方式的一种尝试和创新。结合建筑独特造型,进行排水立管布置方式比选,确定采用排水斜立管的可行性。通过BIM模型分析斜立管的空间布置,选择最佳排水支管接入方式和角度。进行气液两相流仿真模拟,先开展相同高差条件下的竖直排水立管模拟,校验模拟数值与规范标准值的一致性,然后进行设计秒流量下的斜立管模拟,通过最不利点10 ms采样周期的中频波动气压最大值,来确定斜立管排水管的排水能力。 展开更多
关键词 斜立管 空间布置 支管接入方式 气液两相流仿真
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七层排水最低横支管与排出管间垂直距离的探讨
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作者 袁玉梅 张万庆 《中国给水排水》 CAS CSCD 北大核心 2007年第8期102-104,共3页
以7层UPVC排水试验装置为研究对象,对最低横支管与排出管(立管连接处距排水立管管底)的垂直距离进行了测定。试验结果表明,在7层建筑中该最小距离可减至750 mm,其结果具有合理利用小区排水管网的起点埋深、降低排水管网工程造价的应用价... 以7层UPVC排水试验装置为研究对象,对最低横支管与排出管(立管连接处距排水立管管底)的垂直距离进行了测定。试验结果表明,在7层建筑中该最小距离可减至750 mm,其结果具有合理利用小区排水管网的起点埋深、降低排水管网工程造价的应用价值,同时也可为规范修订提供试验依据。 展开更多
关键词 建筑排水 最低横支管 水封破坏 排出管
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岩鹰鞍隧道排水支洞的设置数值模拟研究 被引量:2
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作者 赵志辉 《国防交通工程与技术》 2019年第5期57-61,共5页
针对岩鹰鞍隧道穿越F4断层破碎带涌水涌砂快速泄水安全难题,运用数值模拟和最优化方法等手段,结合实际工程情况,建立了以排水支洞、迂回导洞和隧道正洞相对位置变化为研究对象的计算模型,并对4种不同工况进行了计算和分析。结果表明:排... 针对岩鹰鞍隧道穿越F4断层破碎带涌水涌砂快速泄水安全难题,运用数值模拟和最优化方法等手段,结合实际工程情况,建立了以排水支洞、迂回导洞和隧道正洞相对位置变化为研究对象的计算模型,并对4种不同工况进行了计算和分析。结果表明:排水支洞与正洞间距越小,正洞围岩的稳定性越差,应适当加大排水支洞与正洞之间的间距;结合排水机械的使用条件最终确定排水支洞、迂回导洞和隧道正洞的位置分布。 展开更多
关键词 隧道工程 初期支护 排水支洞 破碎断层带
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浅谈建筑UPVC排水管设计与施工中应注意的问题
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作者 白立国 《广州建筑》 2009年第1期18-21,共4页
通过对UPVC排水横支管管径、出户管的管径、排水立管伸缩节设计中出现的设计问题,以及施工中出现的质量问题产生的原因进行分析,并提出相应的改进措施。
关键词 UPVC排水管 设计 安装 问题 管径 管件
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节水型坐便器排水横支管的输送性能研究 被引量:2
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作者 Masayuki Otsuka 张哲 +1 位作者 赵珍仪 张文佳 《中国给水排水》 CAS CSCD 北大核心 2015年第23期150-154,共5页
探讨了在一个公共建筑中安装多个节水型坐便器时横支管系统的输送性能,以对管道系统的优化布置提供指导。将5个坐便器安装在一个横支管上,当逐渐将排流点的数量从1个增加到多个时考察横支管排水性能的变化。最后通过试验揭示了在多个... 探讨了在一个公共建筑中安装多个节水型坐便器时横支管系统的输送性能,以对管道系统的优化布置提供指导。将5个坐便器安装在一个横支管上,当逐渐将排流点的数量从1个增加到多个时考察横支管排水性能的变化。最后通过试验揭示了在多个坐便器复合排水的情况下,横支管边缘部分的回流、虹吸现象对其输送性能的影响。试验发现进水处的装置可能引发横支管的污水回流从而影响输送性能,同时坡度从1/100改到1/200会使运距减小30%~35%。 展开更多
关键词 节水型坐便器 排水横支管 输送性能 回流
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